Text

Flaw Evaluation of Unit 2 Residual Heat Removal Suction Weld Joint
	ML17138B138
Person / Time
Site:	Diablo Canyon
Issue date:	05/18/2017
From:	Welsch J; Pacific Gas & Electric Co
To:	; Document Control Desk, Office of Nuclear Reactor Regulation
References
	DCL-17-049
	Download: ML17138B138 (148)
	v • d • e

{{#Wiki_filter:Pacific Gas and Electric Company James M. Welsch Diablo Canyon Power Plant Vice President, Nuclear Generation Mail Code 104/6 P. 0. Box 56 Avila Beach, CA 93424 805.545.3242 Internal: 691.3242 May 18, 2017 Fax: 805.545.4884 PG&E Letter DCL-17-049 U.S. Nuclear Regulatory Commission ATTN: Document Control Desk Washington, DC 20555-0001 Docket No. 50-323, OL-DPR-82 Diablo Canyon Unit 2 Flaw Evaluation of Unit 2 Residual Heat Removal Suction Weld Joint

Dear Commissioners and Staff:

In accordance with the requirements of the American Society of Mechanical Engineers (ASME) Boiler and Pressure Vessel Code Section XI, 2001 Edition through 2003 Addenda, Paragraphs IWB-3132.3, IWB-3134(b), and IWB-3640, Pacific Gas & Electric Company (PG&E) is submitting the results of the analytical evaluation of a flaw found in Diablo Canyon Power Plant (DCPP) Unit 2, on the 14-inch diameter ASME Code Class 1 weld identified as WIB-245. IWB-3134(b) states, "Analytical evaluation of examination results as required by IWB-3132.3 shall be submitted to the regulatory authority having jurisdiction at the plant site." PG&E identified a circumferential indication in the Residual Heat Removal (RHR) suction weld joint WIB-245 using ultrasound examination techniques (UT) during a DCPP routine scheduled risk-informed inservice inspection (RI-ISI) performed during Unit 2 nineteenth refueling outage. WIB-245 is on the RHR hot leg suction wrought stainless steel pipe in containment and it is the pipe-to-45° elbow weld downstream of the reactor coolant system (RCS) hot leg branch connection. The indication was found to have exceeded the acceptance standards of ASME Section XI, 2001 Edition with 2003 addenda, Table IWB-3514-2. The flaw was initially dispositioned as unacceptable. Subsequently, an analytical evaluation was performed based on the rules of ASME Code, Section IWB-3640, to demonstrate that the weld containing the flaw is acceptable for continued service for Cycle 20 operation, which will not exceed two years. Several crack growth and degradation mechanisms were investigated as part of this evaluation since the cracking did not conform to any known industry operating experience. The specific mechanisms considered include thermal shock from cyclic swirl penetration and cyclic thermal stratification of the unisolable horizontal pipe section, and stress corrosion cracking. Temperature monitoring was conducted to further refine the analysis. Vibration was ruled out as a possible cause based on the A member of the STARS Alliance Callaway

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Document Control Desk PG&E Letter DCL-17-049 May 18, 2017 Page 2 inspections performed by PG&E, which concluded that physical evidence indicative of excessive vibration was not present. Because the evaluation could neither rule out nor specify the specific flaw growth mechanism, a conservative analysis was performed combining the effects of two different flaw growth mechanisms comprised of fatigue crack growth (FCG) and stress corrosion cracking (SCC) for justification of continued operation for an additional cycle. PG&E is not attributing SCC with respect to RI-ISI weld inspections due to uncertainty regarding the flaw growth mechanism. The results of the analysis show that it would take 35 months for the as-found flaw depth of 0.34 inches to reach the allowable flaw size using the most limiting crack growth law. Therefore, operation for an additional cycle was determined to be acceptable. The analysis, methodology, and results are shown in the Enclosure. During the Unit 1 twentieth refueling outage, the same weld in the Unit 1 RHR system was examined as part of an extent of condition investigation. The results indicated a flaw, with the same orientation but with a smaller size compared to that found in Unit 2. This condition has been entered into the corrective action program, and the Resident Inspector has been notified. An additional evaluation per IWB-3640 is currently in progress. The results of the Unit 1 analysis will be communicated to the NRC upon completion. PG&E makes no new or revised regulatory commitments (as defined by NEI 99-04) in this letter. If you have any questions or require additional information, please contact Mr. Hossein Hamzehee at (805) 545-4720. Sincerely, J~~ Vice President, Nuclear Generation rntt/4231/SAPN 50852155-40 Enclosure cc: Diablo Distribution cc/enc: Kriss M. Kennedy, NRC Region IV Administrator Christopher W. Newport, NRC Senior Resident Inspector Gonzalo L. Perez, Branch Chief, California Department of Public Health Balwant K. Singal, NRR Project Manager State of California, Pressure Vessel Unit A member of the STARS (Strategic Teaming and Resource Sharing) Alliance Callaway

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Enclosure PG&E Letter DCL-17 -049 Diablo Canyon Power Plant, Unit 2 Flaw Evaluation of RHR Suction Weld Joint Final Report 1

Report No. 1600539.401 Revision 0 Project No. 1600539 May 2017 Flaw Evaluation of RHR Suction Weld Joint Final Report at Diablo Canyon Power Plant, Unit 2 Prepared for: Pacific Gas & Electric (PG&E) Company Diablo Canyon Power Plant, Unit 2

                               *PO Box 56, Avila Beach, California, 93424 Contract No. 3501102331, 3501092695, Rev. 1 Prepared by:

Structural Integrity Associates, Inc. San Jose, California Prepared by: ~ Apama Alleshwaram Date: 05/03/2017 Reviewed by:

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Francis Ku Date: 05/03/2017 Approved by:

Apama Alleshwaram Date: 05/03/2017 l)s~nu:tutallnlegrlty Associates. 1nc.*

REVISION CONTROL SHEET Document Number: 1600539.401

Title:

Flaw evaluation ofRHR Suction Weld Joint Final Report at Diablo Canyon Power Plant, Unit 2 Client: Pacific Gas & Electric Company SI Project Number: 1600539 Quality Program: 1:8] Nuclear D Commercial Section Pages Revision Date Comments 1.0 1 1-2 0 05/03/2017 Initial Issue 2.0 2-1-2-5 3.0 3-1-3-1 4.0 4-1-4-6 5.0 5-1-5-18 6.0 6-1-6-14 7.0 7-1 8.0 8-1-8-2 App.A A-1-A-3 App.B B B-87

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Table of Contents Section Page

1.0 INTRODUCTION

.......................................................................................................... 1-1 2.0       METHODOLOGY ........................................................................................................ 2-1 3.0       ASSUMPTIONS ............................................................................................................. 3-1 4.0       DESIGN INPUT ............................................................................................................. 4-1 4.1 Inverse Green Function Analyses .................................................................................... 4-1 4.2 RHR Piping Dimensions .................................................................................................. 4-2 4.3 Thermocouple Data .......................................................................................................... 4-3 4.4 Hot Leg Entrance Temperature .........................'............................................................... 4-3 4.5 Hot Leg Thermal Anchor Movements ............................................................................. 4-A 4.6 Stress due to Internal Pressure ......................................................................................... 4-4 5.0       CALCULATIONS ......................................................................................................... 5-1 5.1 RHR Piping Green's Function .Ap.alyses ......................................................................... 5-1 5.2. Thermal Stress Analyses .................................................................................................. 5-1

5. 2.1 Thermal boundary Conditions ................................................................................. 5-1 5.2.2 Mechanical Boundary Conditions ........................................................................... 5-2

5. 2. 3 Thermal Stress Analyses Cases ................................................................................ 5-2 5.2.4 Unit Internal Pressure Stress Analysis .................................................................... 5-3 5.2.5 Allowable Flaw Size ................................................................................................. 5-3 5.2. 6 Stress Intensity factors ............................................................................................. 5-4 5.2. 7 Fatigue Crack growth .............................................................................................. 5-4 5.2.8 Treatment ofNegative Stress Intensity Factors for FCG ........................................ 5-7 5.2.9 Determination Projected Number ofCycles ............................................................ 5-8 5.3 SCC Growth ..................................................................................................................... 5-8 5.3.1 SCCGrowthLaw ..................................................................................................... 5-9 6.0 RESULTS *OF THE ANALYSES ................................................................................. 6-1 6.1 Thermocouple Temperature Results ................................................................................ 6-1 6.2 Thermal Stress Results ..................................................................................................... 6-1 Report No. 1600539.401RO 111

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6.3 Unit Pressure Stress Results ............................................................................................. 6-2 6.4 Crack Growth Analyses Results ................................................................ ...................... 6-3

7.0 CONCLUSION

S ............................................................................................................ 7-1

8.0 REFERENCES

............................................................................................................... 8-1 APPENDIX A COMPUTER FILES ....................................................................................... A-1 APPENDIX B PC-CRACK OUTPUT FILES ......................................................................... B-1 Report No. 1600539.401RO                                 lV

List of Tables Table 4-1: Thermal Anchor Movements ..................................................................................... 4-5 Table 5-2: Applied Stress Summary for Allowable Flaw Size Calculation ............................. 5-12 Table 5-3: Allowable Flaw Size Results ................................................................................... 5-12 Table 5-4: Number of Cycles per Month .................................................................................. 5-13 Table 6-1: Thru-Wall Axial Stress Summary at TC 102 from Finite Element Analyses ............ 6-4 Table 6-2: Crack Growth Results ............................................................................................... 6-4 Table 6-3: Monthly Crack Depth ................................................................................................ 6-5 Report No. 1600539.401RO v S )Stmclulallntegdly Associates, Inc.*

List of Figures Figure Figure 1-1: RHR Piping and Flaw Indication Location .............................................................. 1-2 Figure 2-1: RHR Piping Thermocouple Locations and Flaw Orientation .................................. 2-5 Figure 4-1: Thermocouple TC 102 Data and Time Period Analyzed in FEA ............................. 4-5 Figure 4-2: Thermal Anchor Movements at 100% Power .......................................................... 4-6 Figure 5-2: Representative Applied RHR Thermal Stratification Temperature Profiles ......... 5-15 Figure 5-3: Stress Intensity Factors .......................................................................................... 5-16 Figure 5-4: Outside Metal Temperature during Thermal Stratification Transient ................... 5-17 Figure 5-5: Crack Growth Rates Comparison for R < 0 ........................................................... 5-18 Figure 6-1: Channel 102 Measured Temperature and Calculated Fluid Temperature ............... 6-6 Figure 6-2: Channel102 Measured Temperature and Calculated Fluid Temperature, Detail. ... 6-7 Figure 6-3: Channel102 Measured and Calculated Outside Surface Temperature .................... 6-8 Figure 6-4: Comparison of Measured TC and FEA Predicted OD Temperature ....................... 6-9 Figure 6-5: Representative Axial Stress Contour at Elapsed Time= 3,511,020 seconds ........ 6-10 Figure 6-6: Through-wall Stress Extraction Location .............................................................. 6-11 Figure 6-7: Representative Stress Intensity Contour Plot for Unit Pressure Case .................... 6-12 Figure 6-8: Fatigue plus SCC Growth Results from an Initial Flaw Size of0.34 in ................ 6-13 Figure 6-9: Crack Length per Circumference Growth Results ................................................. 6-14 Report No. 1600539.401RO Vl

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1.0 INTRODUCTION

During refueling outage 2R19 in May 2016, a circumferential indication was identified in the RHR suction weld joint WIB-245 at Diablo Canyon Power Plant (DCPP), Unit 2 [Attachment 4-A of 1a]. The location of this weld is shown in Figure 1-1. This evaluation is performed to address the safety and serviceability of the degraded RHR suction weld joint WIB-245 per requirements of the ASME Code, Section XI [3] which specifically addresses piping. The guidance and rules of Section XI are applied for the evaluation. A conservative analysis was performed using two different flaw growth mechanisms of fatigue and stress corrosion cracking (SCC) for justification of continued operation for an additional cycle [3]. Several crack growth and degradation mechanisms were investigated as part of that evaluation since the cracking did not conform to any known industry operating experience. The specific mechanisms considered include thermal shock from cyclic swirl penetration, cyclic stratification of the unisolable horizontal pipe section and stress corrosion cracking (note that vibration was ruled out as a possible cause). Per the investigation, it became clear that SCC was plausible with a pre-existing flaw, while the thermal fatigue theories did not appear to be realistic and were found to be unlikely contributors to crack initiation and growth. The justification for continued operation presented in the conservative analysis was principally based on the assumption that the observed indication at Weld WIB-245 is due to SCC in austenitic stainless steel with a pre-existing flaw in a PWR environment. Based on the conservative analysis [3], SI recommended the application of temporary thermocouples to both welds of the 45° elbow (or as close as possible) and then review the temperature time history data after the plant reaches normal operating conditions. The review would focus on evidence of thermal cycling, frequency of cycling and any measured thermal stratification. A revised analysis was then performed the thermocouple data to more realistically calculate thermal stresses. This will provide more realistic local stresses and global bending loads due to Report No. 1600539.401RO 1-1

stratification and thermal expansion. Thus, a refined crack growth analysis was performed using the cycles determined from the thermocouple data. Flaw {-OCA/tON DETAIL 4-~ Figure 1-1: RHR Piping and Flaw Indication Location (Image from Reference 1a) Report No. 1600539.401RO 1-2 ~Sttuclumllntegrlly Associates, Inc.*

2.0 METHODOLOGY The temperature monitoring conducted by DCPP was implemented by attaching thermocouples to the outside surface of the piping at several locations as shown in Figure 2-1. For unsteady fluid temperatures, the outside pipe surface temperature may not-be an accurate representation of the inside pipe surface. The inside temperature time histories are estimated from the outside measured temperatures provided by DCPP to conservatively account for the temperature response attenuation in the pipe wall. This will provide the ID temperature history needed for the stress analysis, which is performed by finite element modeling and analysis. The use of Green's functions is a widely-accepted approach for producing the stress response due to changing temperature boundary conditions. A software tool, INVGREEN for DCPP RHR, is developed to perform an inverse Green's function; that is, it determines the required boundary input time history to produce a specified response time history for a Green's Function. INVGREEN for DCPP RHR is programmed in Excel Visual Basic for Applications (VBA), and is based on an earlier SI-developed program called INVGREEN 1.0. INVGREEN for DCPP RHR is used to determine internal fluid temperature time histories that are consistent with measured outside surface temperatures. The fluid temperatures are .checked by performing a heat transfer analysis to calculate the expected outside surface temperatures, which should match the measured values. The DCPP Unit 2 RHR suction line was previously screened out as part of the EPRI MRP-146 [22] program implemented across the US PWR fleet. It is possible that thermal stratification and thermal cycling are considered potential damage mechanisms that could have initiated and grown a fatigue crack. Stress corrosion cracking (SCC) was postulated as one potential damage mechanism that could have initiated and grown an inside surface crack in the heat affected zone (HAZ) of the DCPP Unit 2 RHR suction line elbow weld. Report No. 1600539.401RO 2-1 S )Stnn:trtmltniBgrlty Assaclates, Inc.*

It is stated in the product abstract of Reference 23 that:

           "Field experience has shown that the majority of incidences of SCC in high-temperature PWR primary water are attributed to the low-flow or stagnant regions of the plant, ... the transient presence of oxygen, combined with anionic impurities, ... can lead to susceptibility of austenitic stainless steel to sec and is believed to be the cause of the majority of incidences of SCC in PWR primary circuit environments ... The presence of cold work in austenitic stainless steel is the primary metallurgical factor found to contribute to     sec susceptibility in many plant occurrences. Finally, laboratory test has shown that cold-work stainless steel can sustain crack propagation even in good (low oxygen, chloride and sulfate) PWR primary chemistry."

It has been demonstrated that the duplex microstructure of a stainless steel weld is highly resistant to SCC propagation. However, if the flaw is located in the sensitized HAZ of the piping elbow weld joint, sec can be postulated. Since the exact root cause of the failure is not confirmed, thus the current evaluation includes both FCG and SCC as plausible degradation mechanisms. Thermal shock from cyclic swirl penetration and cyclic thermal stratification of the unisolable horizontal pipe section are considered in FCG. The results from the analysis show that FCG is the predominant contributor to flaw growth while SCC is not a common phenomenon in PWR primary piping environments. Thus, the current evaluation is a conservative application of both degradation mechanisms only to estimate the flaw growth rate in order to bound the risk to piping integrity. However, the current evaluation is not assigning SCC as a degradation mechanism to this piping segment, with any degree of certainty. The thermal stratification stresses in the RHR line are calculated using the resultant internal fluid temperature from the thermocouple data at 100% power. The modeled portion of the RHR line starts from the 45-degree downward piping from the hot leg and ends at the riser piping after the Report No. 1600539.401RO 2-2 S)Stroctumllntegrlly Associates, Inc.*

horizontal pipe section. Stresses due to the thermal stratification transient based on temperatures taken from the thermocouples within the modeled piping portion will be calculated using finite element analysis (FEA). Based on the thermocouple data, the analysis will consider a combination of thermal shock, stratification, and global bending. As such, the stresses due to global bending as well as local thermal stresses will be captured together in one analysis. The thermal analysis for 100% power bounds the 48% power data, because the analysis idealizes that the plant starts up instantaneously at 100% power, neglecting any small temperature fluctuations and the 48% power interval throughout a regular start up process. Thus, the 100% power thermal cycles are assumed to occur at the beginning of plant start up (time= 0). A separate unit internal pressure evaluation will also be performed such that the resulting stresses can be scaled to any corresponding operating pressure. The analyses will evaluate four temperature/stratification cases to bound the uncertainties in the hot leg entrance temperature and the hot leg piping thermal anchor movement, as well as the unit internal pressure evaluation. The stresses from all cases evaluated will be reported. Stress intensity factors (K) for a semi-elliptical surface circumferential crack in cylinder are determined using representative fracture mechanics models. The Ks due to the various applied loads are computed as a function of postulated crack depth and linearly superimposed for the various operating states. Stresses from the applied loads that contribute to fatigue crack growth (FCG) and stress corrosion cracking (SCC) are compiled from the previous calculation [3]. For the fatigue crack growth, two different crack growth rates are considered. One is the equation for Austenitic Steels from ASME Code Section XI [2], and the other one is from ASME Code Case N-809 [5]. The details of the fatigue crack growth laws are discussed in Section 2.2 ofReference [3]. Report No. 1600539.401RO 2-3

The SCC growth rate is calculated, based on the approach for determining the SCC growth rate in a BWR environment. PWR environment parameters are applied in order to obtain the crack growth rate. SCC is dependent on 3 factors: material, stress and environment. The differences in environmental conditions between a BWR and a PWR are accounted for in deriving the crack growth rate (CGR) used for DCPP. The details of the SCC growth rate are discussed in Section 4.3.3 in Reference [3]. The allowable flaw size is also updated by including the stress results from the thermal stratification cycling [20]. The resulting crack growth will be compared to the updated allowable flaw size. The software pc-CRACK [6] is used to determine the allowable flaw size and perform the crack growth calculations. The version used has been verified and validated for this project [7]. Report No. 1600539.401RO 2-4 l }Stnu:lumllniBgrlly Associates, Inc.*

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                 .        lfJJng "el1J:Jocoup]e Locations and Flaw Orientation (Image from Reference 4)

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3.0 ASSUMPTIONS The following assumptions are used in this evaluation:

It is assumed that conditions are at steady state at the first time point.
The file containing thermocouple data is assumed to have extension XLSX, to contain one column with a combined date and time, and to contain at least one column with thermocouple data. The data are assumed to start at row 2 of the column immediately to the right of the date/time.
For determining external heat transfer coefficient, a containment temperature of 120°F is assumed.
An hin value of 10,000 Btu/hr-ft2-°F is chosen, corresponding to essentially perfect heat transfer between the fluid and the surface.
The portion of RHR piping evaluated is assumed to have constant material, diameter, and thickness (i.e. , no weld preparation such as counter bores or weld crowns are modeled).
In the FEA, the temperature at the RHR pipe-to-hot leg connection is assumed to be constant around the RHR pipe.
For the horizontal pipe run portion, the stratification height is assumed to be at the pipe mid-height, with the upper half of the pipe seeing the upper TC data and the lower half of the pipe seeing the lower TC data. The interface region did not see specific applied temperature loading to allow for the calculation of transition temperature behavior. Axial temperature variation was assumed to occur linearly.
The 45° angled piping uses the temperature data from TC102 through TC104, and assumes each TC represents a 90° segment of the pipe (TC 102 is also used for the TC 101 location).
The first 12-inch length of the modeled 45-degree RHR pipe is assumed to be at one of the two constant hot leg entrance temperatures to be evaluated.
It is assumed that the temperature gradient is linear along the length of the pipe.
The normal operating transients (Heatup, Cooldown, and steady state operation) are not considered in the fatigue crack growth since those transients contribute a negligible amount of crack growth [Section 2.2.1, 3].
No interaction between fatigue and corrosion crack growth are considered.

Report No. 1600539.401RO 3-1 (3 Stnn:lulallntegrlly Associates, Inc.*

4.0 DESIGN INPUT 4.1 Inverse Green Function Analyses The following information is used as input to PIPE-TS2. The DCPP RHR piping is 14" schedule 160 [Attachment 4-A, 1a], resulting in a thickness and outside diameter of 1.406" and 14.000", respectively [8], and yielding the following geometric input: Inside radius= 5.594" Outside radius= 7.000" PIPE-TS2 allows for two materials through the wall thickness; in this case, there is only one pipe material, so the material interface radius is chosen as halfway between the inside and outside radii. The DCPP RHR piping has a maximum external heat transfer rate of 65 Btu/hr-ft2 [1 a, p. 7 of ]. (Note that the reference actually gives this as "65 Btu/hr-ft2-F"; however, this is interpreted as 65 Btu/hr-ft2 since those are the correct units for a heat rate, and since 65 Btu/hr-ft2-0F is an unreasonably high heat transfer coefficient for insulated piping.) Using the normal hot leg temperature of 61 0°F' the temperature difference across the insulation is 610 - 120 = 490°F, which results in a heat transfer coefficient of 65/490 = 0.133 Btu/hr-ft2-°F for the outside surface. During heatup and cooldown, reactor coolant temperature can range from 70 to 574.6°F [1a, Attachments 1-A and 1-B]. Therefore, an approximate average temperature of 300°F is used to determine heat transfer properties. The piping is SA-376 grade TP316 [1a, p. 30 of Attachment 4-A], such that heat transfer properties are as follows [9, Section II, Part D, Table TCD]: Thermal conductivity (TC) = 9.3 Btu/hr-ft-°F Thermal diffusivity (TD) = 0.150 ft 2/hr TC/TD = density*specific heat= 9.3/0.150 = 62.0 Btu/ft3 -°F Report No. 1600539.401RO 4-1 ( ;StnlclumllniBgrlly Associates. Inc.*

For the purposes of generating a Green's function, in the PIPE-TS2 analysis, the fluid temperature undergoes a step change from 0 to 1000°F at time zero. The following inputs required by PIPE-TS2 are used to calculate thermal stress and therefore have no effect on the results of interest: modulus of elasticity= 28,300 ksi at 70°F [9, Section II, Part D, Table TM-1] coefficient of thermal expansion= 8.5(10t6 in/in/°F at 70°F [9, Section II, Part D, Table TE-l] Poisson's ratio= 0.3 [10, Section III, NB-3672.4] Stress-free temperature = 0°F (arbitrarily chosen) The remaining inputs affect the accuracy of results; the following values are chosen: Number of pipe nodes = 20 Nodes in first material = 10 The number of time control intervals, end of interval (sec), time step (sec), and output interval (sec) are chosen for numerical stability. 4.2 RHR Piping. Dimensions The RHR piping dimensions and material identification are provided by DCPP [2]. The RHR piping material is SA-376, TP316 [1 b, p. 30 of Attachment 4-A]. The RHR piping has an outside diameter (0 D) of 14 inches, and pipe thickness of 1.406 inches [1a, Attachment 4-B]. Temperature dependent material properties are obtained from the ASME Code [9] and listed in Table 4-1. Report No. 1600539.401RO 4-2

4.3 Thermocouple Data Approximately two months of 100% power OD surface thermocouple data from 6/14/2016 to 8/10/2016 was recorded and supplied [11]. The thermocouple locations are identified in Figure 2-1. An analysis was performed in Reference 12 and discussed in Section 4.1 , to calculate the corresponding ID surface temperature that will result in the measured 0 D surface temperature at each time point and location. The temperature fluctuation time history for each TC is very similar. Hence a sample of 3000 second interval is extracted, which represents 51 data points for each TC. This sample covers enough variability among all TCs. The OD temperature and calculated ID temperature time history for thermocouple TC 102, where the flaw is located, is plotted in Figure 4-1. It can be seen from the lower plot that the temperature fluctuations within the two-month period are fairly steady. Consequently, only a representative time period of 3,000 seconds is analyzed, which envelops the maximum temperature fluctuation and represents the elapsed time between 3,510,420 seconds and 3,513,420 seconds. As shown in Figure 4-1 , the 3,000 seconds of representative time period selected for analysis includes the maximum temperature fluctuation for the entire set of measured temperature data. It is also noted that the temperature fluctuations at 100% power envelops that at 48% power collected previously [13], so the use of only 100% power based temperature data is conservative. 4.4 Hot Leg Entrance Temperature Near the RHR 45-degree pipe-to-hot leg junction, the temperature around the hot leg circumference varies between 592.99°F to 607.40°F per the thermocouple data [14]. As mentioned in Section 3.0, for the thermal stress evaluation portion of the FEA, the temperature at the RHR pipe-to-hot leg connection is assumed to be constant around the RHR pipe. As such, two cases will be analyzed to capture the bounding hot leg entrance temperature: 593 oF and 607.4°F. Report No. 1600539.401RO 4-3 SJ Stntclunlllniegrlly Assaciales. Inc.*

4.5 Hot Leg Thermal Anchor Movements The effects on the RHR piping due to thermal anchor movements are also considered. At 100% power, the movement at the fluid head penetration connection is zero, and at the hot leg connection, ox= -1.014", oy = -0.074", and oz = 0.412", where +X is South, +Y is Vertical Up, +Z =West [14], as listed in Table 4-1 and shown in Figure 4-2. In the PEA, two cases are analyzed to capture the bounding thermal anchor movement effects: maximum hot leg movement at 100% power, and zero hot leg movement. Note that each thermal anchor movement case is analyzed for each hot leg entrance temperature case, while the same RHR piping thermal stratification thermocouple data are used for all cases. As a result, four cases are analyzed by PEA. 4.6 Stress due to Internal Pressure A constant through-wall stress of 1 ksi is applied to account for the internal pressure acting on the crack face. The constant through-wall stress is conservatively scaled by the normal operating pressure for the FCG and SCC evaluation. Report No. 1600539.401RO 4-4 ~Stnlctumllnfegrlty Associates. Inc.*

Table 4-1: Thermal Anchor Movements Flued Head Penetration RHR-to-Hot Leg Junction (inch) (inch) Nozzle* ANSYS ANSYS ANSYS ANSYS ANSYS ANSYS ox oy oz ox oy oz Zero 0 0 0 0 0 0 Movement Maximum 0 0 0 -1.014 -0.074 0.412 Movement

See Section 4.5 for further description of the applied displacements TC102 Data 6/14/2016 t hro ug h 8/10/2016

(;,lJO 500 400 300 200

           ~--------------------~                     This time period is analyzed in PEA 100 3510420             3510 920                     3511420                        3511920                   3512420                    3512920        3513 420 Ela p; ed Time (setond)

TC102 Data 6/14/2016 thro ugh 8/10/2016 400

     /! XJ 100 500000          1()0000()      150J0:)0         2000000              2500000         3000000        3EOOOOD       ~ 00~000 Elap;ect Time {$e, ondl Figure 4-1: Thermocouple TC 102 Data and Time Period Analyzed in PEA Report No. 1600539.401RO                                                    4-5                           ~Stnu:lumllntegrlly Associates. Inc.*

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'AIL. CAl-l.f!O NORTH Figure 4-2: Thermal Anchor Movements at 100% Power Report No. 1600539.401RO 4-6 ~Stnn:tluallllfBgrlly Associates, Inc.*

5.0 CALCULATIONS 5.1 RHR Piping Green's Function Analyses INVGREEN contains built in Green's functions specific to the DCPP RHR piping. The SI-developed PIPE-TS2 program [15] is used to prepare the Green's functions. The cross section properties and heat transfer characteristics specific to the DCPP RHR piping are used as input to the PIPE-TS2 analysis. Further details of the analyses is given in Reference 12. 5.2 Thermal Stress Analyses 5.2.1 Thermal boundary Conditions The RHR thermocouple data temperature history from TC 10 1 through TC 112 are applied onto the FEM as part of the thermal transient analyses. Elapsed time between 3,510,420 seconds and 3,513,420 seconds is analyzed. The inside surface temperature history derived in a separate SI calculation [12] is applied onto the inside metal surface of the FEM. The specific applied RHR piping ID surface temperature history is tabulated in Table 5-1. Note that TC 101 and TC 104 data are essentially identical and thus TC 101 data is not listed. Similarly, TC 109 data is essentially identical to TC 110 data thus TC 109 data is not listed. The riser pipe section temperature was based solely on TC108 temperature data. As mentioned in Section 3.0, the 45° angled piping uses the temperature data from TC102 through TC 104, and assumes each TC represents a 90° segment of the pipe (TC 102 is also used for the TC 101 location). The interface region between each of the 90° segment do not see specific applied temperature loading to allow for the calculation of transition temperature behavior. Report No. 1600539.401RO 5-1 l)Slntctumlln#Bgrlly Associates. Inc!

A gap in applied temperature occurs between the 90° horizontal elbow and the 45° elbow to allow for the calculation of transition temperature behavior. The same is true in the 45° pipe where the TC data transitions to the constant hot leg pipe temperature. Representative applied temperature profiles are shown in Figure 5-2, where the first 12-inch length of the modeled 45-degree RHR pipe is assumed to be at one of the two constant hot leg entrance temperatures to be evaluated. 5.2.2 Mechanical Boundary Conditions As shown in Figure 5-1, the free end of the riser pipe is constrained in all translations and rotations. Hot leg anchor movements are applied as translations on the 45-degree RHR pipe end, which is constrained in all rotations. However, radial expansion and contraction at both free ends of the FEM is permitted. Since there are no rigid restraints in between the modeled portion of the RHR piping [14], no additional boundary conditions are applied on the FEM. A stress free reference temperature of 70°F is used for all cases evaluated. The application of hot leg thermal anchor movements is via a pilot node setup at the center of the RHR 45-degree pipe end (ANSYS TARGE170 and CONTA174 elements pairing). The ANSYS files are described in Appendix A. 5.2.3 Thermal Stress Analyses Cases Four thermal stress load cases are input into the finite element model to compute the resulting stresses. The four load cases are:

1. Hot leg connection at 593 °F, zero hot leg anchor movements, derived RHR inside surface temperature history from TC 102 to TC 112 thermocouple data.

2. Hot leg connection at 607.4 oF, zero hot leg anchor movements, derived RHR inside surface temperature history from TC 102 to TC 112 thermocouple data.

3. Hot leg connection at 593°F, maximum hot leg anchor movements, derived RHR inside surface temperature history from TC 102 to TC 112 thermocouple data.

Report No. 1600539.401RO 5-2

4. Hot leg connection at 607.4 oF, maximum hot leg anchor movements, derived RHR inside surface temperature history from TC 102 to TC 112 thermocouple data.

The stress results for each case are reported in this calculation. The most limiting stress results will be used in the separate crack growth calculation package. 5.2.4 Unit Internal Pressure Stress Analysis Stresses due to unit internal pressure are also evaluated to support crack growth evaluation. A unit internal pressure, P = 1.0 ksi, is applied to the interior surfaces of the FEM. An induced end-cap load is applied to the free end of the RHR 45-degree pipe in the form of tensile axial pressure, as calculated below. p - P*ID2 = 1.0*11.1882 =1.767 ksi end-cap- QD2 -JD2 14.02-11.1882 where, Pend-cap =End cap pressure on free end (ksi) P =Internal pressure (ksi) ID =Inside diameter (in), 11.188 inches OD =Outside diameter (in), 14.0 inches For the unit internal pressure analysis, the mechanical boundary conditions stated in Section 5 .2.2. are applied to the model except for the pilot node at the RHR-to-Hot leg junction. The pilot node at the center of the RHR 45-degree pipe end and contacts at the RHR 45-degree pipe end are removed from the model. The applied mechanical boundary conditions and unit internal pressure load are shown in Figure 5-1. 5.2.5 Allowable Flaw Size The allowable flaw size was determined per ASME Code, Section XI, Appendix C, Article C-5000 [2] in Reference [3]. The details of the allowable flaw size determination are discussed in Report No. 1600539.401RO 5-3 S )Stluctumltntegrtty Associates. Inc.*

Section 2.1, 4.1, and 5.1 of Reference [3]. The stress due to the thermal stratification transient provided in Table 5-2 is additionally considered to determine the allowable flaw size. The updated applied stresses including the stress due to the thermal stratification transient for each Service Level, as shown in Table 5-2, are entered to input of the pc-CRACK [6, 7] to calculate the allowable flaw size. The allowable flaw size results are shown in Table 5-3. With the initial 1/circum.ference = 0.18, the allowable flaw size is 75% of wall thickness under membrane and bending loading or membrane loading only. Note that, as indicated in the table, the allowable flaw size decreases as the 1/circum.ference ratio of the flaw increases. 5.2. 6 Stress Intensity factors The through-wall axial stress distributions for the internal pressure, thermal piping load, thermal stratification transient load, and weld residual*at 70°F were input into pc-CRACK [6, 7], a fracture mechanics program developed by .Structural Integrity Associates under its quality assurance program. The coefficients of third polynomial curve-fit axial stress distributions were input into pc-CRACK, and using "Crack Model309- Semi-Elliptical Circumferential Crack in Cylinder on the Inside Surface," as shown in Figure 12 of Reference [3], the K distributions were determined. The through-wall distribution of the stress intensity factors for each load cases are shown in Figure 5-3. The crack model is a semi-elliptical crack in cylinder, with varying crack aspect ratio and an initial flaw depth of 0.34" and initial a half crack length of 4", corresponding to an aspect ratio, c/a of 11.8. 5.2. 7 Fatigue Crack growth The FCG laws used in this analysis are discussed in the following subsections. Report No. 1600539.401RO 5-4

In FCG, the individual terms that constitute nominal Kmax and Kmin for the calculation of L1K are summarized in the following tabulations. Kmax Kmin Kresidual Kresidual Kdead weight Kdead weight Kpressure Kpressure Kcrack face pressure Kcrack face pressure Kthermal transient max Kthermal transient min The individual Ks for nominal Kmax and combined (summed) with all appropriate scale factors applied. Similarly, the individual Ks for nominal Kmin are combined (summed) with all appropriate scale factors applied. L1K is computed by taking the difference of the resulting summed Kmax and Kmin. Note that Kpressure, Kdead weight, Kthermal piping load, and Kresidual are constant loads during the thermal stratification transient and therefore, do not contribute to the L1K range. However, these Ks affect the value of the R-ratio (Kmin/Kmax).

5. 2. 7.1 Fatigue crack growth Law For Austenitic Steels 'in Air The FCG law for austenitic steels in air is per Subsubarticle C-3210 of the ASME Code, Section XI [2], as shown below, but with a multiplier of2 [16] to account for a PWR environment.

da/dN = 2*Co(L1K)n, units of inch/cycle where: Co = C*S C = 1o[-10.009 + 8.12x10-4T -1.13 x10-6T2 + 1.02 x10-9T"3] S = 1. 0 when R :::; 0

               = 1.0 + 1.8R when 0 < R:::; 0.79
               = -43.35 + 57.97R when 0.79 < R < 1.0 Report No. 1600539.401RO                                    5-5                 S )Stnlclumllntegrlly Associates. Inc.*

T =metal temperature, op (taken as the average fluid temperature during the transient) R = Kmin/Kmax = R-ratio

        ~K      = Kmax- Kmin (range of applied K), ksi.Yin n       = 3.3 per Section XI, Appendix C [2]

Figure 6-3 shows the inside and outside temperature at the crack location during the thermal stratification transients. The metal temperature of 450°F is applied to calculate the crack growth rate. 5.2. 7.2 Fatigue Crack Growth Law using Code Case N-809 Equation The FCG law for Type 3 04 and Type 316 stainless steels and associated weld metals from ASME Code Case N-809 [5] is also considered in order to compare the results of the FCG law shown in Section 5.2.7.1. da/dN = Co* ~Kn, units of inch/cycle where: Co = scaling parameter that accounts for the effect of loading rate and environment on fatigue crack growth rate

                = C Sr SR SENV n   =slope of the log (da/dN) versus log    (~K) curve= 2.25 C = nominal fatigue crack growth rate constant
            = 4.43 x 10-7 for ~K ~ ~Kth
            = 0 for  ~K  < ~Kth
        ~K      =stress intensity factor range, ksi.Yin
        ~Kth    = 1.10 ksi.Yin Sr = parameter defining effect of temperature on FCG rate
            = e-25161rK for 300°F :::; T:::; 650°F Report No. 1600539.401RO                            5-6           SJ    Stnlclumlllllegrlty Associates. tnc.*

             = 3 .39x1 05 e[C-251611K)-0.030ITKJ for 70°F :S T < 300°F T = metal temperature, op SR =parameter defining the effect ofR-ratio on FCG rate
             = 1.0 for R < 0
             = 1 + e8.02(R-0.748) for 0 :S R < 1.0 R = Kmin/Kmax = R ratio SENV     = parameter defining the environmental effects on FCG rate
         = TR 03 TR =loading rise time, sec TK = [(T-32)/1.8+273.15], K The metal temperature of 450oF shown in Figure 6-3, is applied to calculate the crack growth rate. The loading rise time is determined based on the metal outside temperature from the PEA results, since the rise time of outside temperature is larger than the one of inside temperature.

Figure 5-4 shows the outside metal temperature fluctuation. The maximum loading rise time of 180 seconds can be obtained from Figure 5-4. Since a larger loading rise time gives larger crack growth rates, the rise time of 360 seconds is applied to calculate the crack growth rate. The crack growth rate is changing when different R-ratio is used. The calculated ~K-daldN is entered into pc-CRACK [6, 7] to calculate crack growth using ~ode Case N-809 FCG equation. Both crack growth rates for negative R-ratio are compared in Figure 5-5. As shown in Figure 5-5, the calculated crack growth rate using Code Case N-809 FCG equation is larger than the calculated crack growth rate using ASME Code Austenitic Stainless Steels FCG equation for ~K range between 0 and 3 5 ksi- ~in. 5.2. 8 Treatment ofNegative Stress Intensity Factors for FCG If the stress intensity factor is negative, the FCG analysis is handled as follows: Report No. 1600539.401RO 5-7

1. If both Kmax and Kmin in a load cycle are negative, zero fatigue crack growth is assumed.

This is a reasonable assumption based on the work on compression fatigue crack growth (FCG for which Kmax and Kmin are negative) in Reference 17, in which it was shown that although FCG is present. It is very small in the beginning and remains insignificant afterward. For compression fatigue crack growth, da/dn of 1. Ox 1o-30 inch per cycle is assumed.

2. For negative R-ratios, the parameters for effect ofR-ratio are 1.0 for both crack growth laws stated in Sections 5.2.7.1 and 5.2.7.2.

5.2.9 Determination Projected Number of Cycles Based on the stress results, the number of cycles at an assigned amplitude range is determined using rainflow cycle counting technique. The axial stresses at inside surface of the crack location are extracted to count number of cycles. Determined number of cycles is projected to number of cycles per month to enter the input of the pc-CRACK [6, 7]. Table 5-4 lists number of cycles and scale factors for thermal stratification transient. The scale factor is determined as average value of the range. 5.3 SCC Growth SCC is a time dependent phenomenon and occurs during sustained loading conditions. Given that the great majority of plant operation is at steady state normal operating conditions (NOC), sec is defined by the stress condition at NOC. sec is defined to be active when the KI at steady state NOC is a positive number. If SCC is active, crack growth is determined for one-month time period, similar to the FCG calculation, using the crack growth rate in Section 5.3 .1. Alternating one-month blocks (periods) ofFCG and SCC growth (ifSCC is active) are used to calculate total cumulative crack growth. Even though the stress due to the thermal stratification is cyclic in nature, the frequency is high enough that the maximum thermal stratification stress is treated as a constant stress in the sec growth evaluation. For sec, the KI is calculated in the following tabulation. Report No. 1600539.401RO 5-8 S )Stlllsturatlntegrlty Associates. Inc.*

KI Kresidual Kpressure Kcrack face pressure Kcteadweight Kthermal transient max 5.3.1 SCC Growth Law The SCC growth law for the Type 304 is referred from BWRVIP-14-A [18]. Note that the use of this equation for the evaluation of Type 316 weld is conservative since Type 316 austenitic stainless steel is more resistant to IGSCC. The basis of the application of this equation is stated in the previous calculation [3]. 6730 1n(daJ = 2.181ln(K)-0.787 Cond-0586 +0.00362 ECP+ -33.235 dt TABS where: da/dt = crack growth rate (change in crack depth per unit time), mm/s K = stress intensity, MPa~m Cond average conductivity (determined at room temperature), 1-1S/cm ECP electrochemical corrosion potential, m V (SHE) SHE Standard Hydrogen Electrode TABS temperature, K The above crack growth equation is converted to following simpler K -dependent form:

where, Report No. 1600539.401RO 5-9 ~Stnu:lunlllntegr/ty Assoclatlls, Inc.*

da/dt = crack growth rate, inch/hour C, n = material constants K =stress intensity factor, ksi~in The constants, C and n, are calculated with the same methodology used in Section 5.2.8 of Reference [3]. The metal temperature 450oF is applied to calculate the material constants, C and

n. The calculated constants, C = 2.42x1o-7 and n = 2.181, are applied to calculate SCC growth.

No stress corrosion crack growth threshold is considered. Report No. 1600539.401RO 5-10 ~Sinlclumllnfegrlty Associates. Inc.*

Table 5-1 : Applied RHR Piping ID Temperature Transient Time History Baps.ed Themtoooup~e Data f'F) Time (sec.onrl) TC102. TC10J TC10<4 TC108 TC110 TC111 TC112 3.5*11!]420 452 2 39 4.0 535.0 45 0.7 2?4..2 278.6 434.5 35*10480 4 ~ 8 .7 391;>.4 554.1 42 3.4 25 0*.8 258.9 453.6 35 *1 0~0 ~ 5 *1. 0 395. ~ 545.5 456.5 217. 5 287.. 2; 483.8 35*1*IJe-{10 440.0 398.3 544.3 42 5.7 25 5.3 2 5&5 467.6 3-.51(1000 447.2 39Si.7 523.3 453.e; 268.9 286:t 479.3 35*10720 429.3 397.5 554.3 42 8.5 26 9.3 257.9 461 .2 3.510780 461.3 397.5 52t:k3 458t.3 267.9 286.2 483.4 35*108.40 450.0 402:.7 540.6 43*1.9 26 9.2 253.7 483.0 35*1(1000 454.9 39 S'.6 5*'U 1.2 46117 26 6.3 289.9 444.3 3510000 424.5 400.9 548..2 440.6 27!!.. 1 252.2 488.5 35*11 1;1.20 532'.4 4 12'.0 491l7 44 4.5 262:;! 286.4 44 7.3 3511080 355.5 396.3 52 0.0 448.7 273. 1 258..0 470..5 35 *11*140 495.1 40 4.5 512:.0 440.7 267.6 282.6 44&.9 35*11 Z.lJO 391l5 40 3.3 543:~ 435.7 272'.2 262_ *~ 467.9 35*11 260 467.5 395.4 535.4 447. 1 26!:!-.3 280.6 460*.0 3.5*1 1320 40 5-.6 40 3.3 553..0 42 8.7 27'1.0 261 .3 ~53. 0 3.51 13SIJ! 470.6 395.4 529.7 44119 :26 8.9 .282.5 4.rt:k5 3511 44D 404.2 404.4 554.3 44 *1.3 265.9 .25 8\.2 461 .3 35*11500 46f1.4 393.5 536.5 433.6 27fi6 282.3 462'.5 3.5*11660 411.3 40 4.0 55!i7 432:.0 .260.6 259. 9 477.3 35*11 820 451.3 395.2 547.7 441.9 27 e*.3 280.7 438 .3 351 1e..ao 424.0 40 0.0 55 3 6 437.3 26 5*.7 26 5.4 482'.3 38*11740 44e*.O 395*.4 547.e; 432.6 2 11.5 271.0 458. 1 351 1&.:::10 428.0 39!;'.6 5520 442.5 266.0 216.0 479.9 35 *1 18130 461 .6 39 8.7 54 3.4 429.3 2.r3. 7 262'. ~ 46 4.3 3.5*119120 432..2 40 L~ 53*1.5 447.8 264.3 279.8 484.9 35 *11 980 442.5 39 8.7 54 *1.6 437.3 2/3.6 2 6 5.~ 452~. 7 35 *12040 45e*.7 40 3.9 5 14.7 442.9 265.6 2.re*.~ 478.4 3512'1-00 4!36.5 398.9 548:.2 440.8 272.5 270.8 457.8 35*12 *160 452~ 9 400*. 1 512 .9 443. 1 262.3 271 .6 484.5 3512220 425.7 401 .5 55 6.7 438.0 280.0 26 3. 1l 442'.2 35*12280 447.5 397.5 5*3 0.9 44 7.0 2 5e*.3 28[1 3 486.8 3.5*12340 42*1.8 3 !;t 9 ;~ 558.2 4135*.7 27Qi.e; 263.3 45*1.7 35*12400 46*1 .9 398.4 539.3 442.4 257.9 2l7.1 47eA 3.5*12480 448.0 40 0.3 5<2&e; 44 5.7 279.9 26 9.3 473.3 3612520 433.6 401 . ~ 544.9 444.4 25 8.3 27'1.3 468. 0 l512e..so 449.7 40 0.2 542.0 433.9 279.6 27 1.0 478.0 35 *1 2640 434.2 40 0.0 54*1.3 450.2 260.3 27'1.0 46 8.5 3512700 454.0 40 0.5 5*35*.1 44 0.0 271.-1 272.4 485.0 35*12760 428.3 3@l7 552. 1 458.9 .2 58.7 269.2 450. 1 3512820 46 5.4 39 9.3 52 6.2 4137.*1 27*1.2 275.5 49 9:1 35*12880 42 5.3 39 9.3 548..7 44 8.4 269.5 267.7 459.9 3-51 294[;1 461.4 39 9.8 542.3 450.3 2 66.3 274.3 487. t l513()1JD 42 3.5 402.5 549.5 4!37.*11 270.9 26 6.4 472.4 J5 *13C60 45 3.4 397.0 543.D 455.4 :267.9 274.5 474.6 35*13120 42 9':1! 398:.3 54 2.2 440.7 26 9.2 27*1.3 472.3 35*13 *180 45 3.3 39 9. 1 548.5 445.2 26 5.6 .2 / 0.D 46 6.6 3.51 3240 428.1! 39 9.0 550.8 45 0.9 273.1 273.4 492.5 35*132(10 470.2 400*.[1 545.9 433.9 268.9 2'70.9 46 7.7 3..513360 428.2 40'1 .5 52 5*.4 463.5 268.3 267.3 490. *1 35*13420 449.3 400*.2 54G. ~ 432.3 :269.3 272 .2 454.6 Note: Data given in this table is fi*om Reference 12. Report No. 1600539.401RO 5-11 ~StnlctumllnfBgrlly Associates, Inc.*

Table 5-2: Applied Stress Summary for Allowable Flaw Size Calculation O'e (ksi) Service Pressure O'm O'b Thermal Thermal Level (psia) (ksi) (ksi) Total Load Stratification A 2510 6.19 0.11 2.56 9.362 11.918 B 2681 6.61 0.67 3.15 9.362 12.511 c 2681 6.61 0.89 3.32 9.362 12.686 D 2681 6.61 1.03 3.44 9.362 12.804 Note: Table reproduced from Reference 21. Table 5-3: Allowable Flaw Size Results II circumference

                                                         >0.7                                        >0.7 0.2      0.3    0.4       0.5  0.6               0.2   0.3       0.4    0.5     0.6 5                                           5 Membrane+ Bending                                 Membrane Only Level A      0.75     0.69   0.55      0.49 0.45      0.44    0.75  0.74      0.67   0.57    0.52 0.47 Level B      0.75     0.66   0.53      0.46 0.43      0.42    0.75  0.75      0.71   0.61    0.55 0.50 Level C      0.75     0.70   0.57      0.49 0.45      0.43    0.75  0.75      0.75   0.73    0.68 0.62 Level D      0.75     0.72   0.61      0.52 0.47      0.44    0.75  0.75      0.75   0.75    0.75 0.71 Minimum 0.75     0.66   0.53      0.46 0.43      0.42    0.75  0.74      0.67   0.57    0.52 0.47 Allowable a/t Note: Table reproduced from Reference 21.

Report No. 1600539.401RO 5-12

Table 5-4: Number of Cycles per Month No. of cycle No. of cycles Scale Range for 3000 sec per month Factor 99 -100% 1 876 1 97-99% 0 0 0.98 94-97% 0 0 0.955 90-94% 0 0 0.92 85-90% 0 0 0.875 79-85% 0 0 0.82 72-79% 0 0 0.755 64-72% 1 876 0.68 55-64% 0 0 0.595 45-55% 0 0 0.5 34- 45%* 2 1752 0.395 22-34% 6 5256 0.28 9-22% 12 10512 0.155 4- 9% 1 876 0.065 0- 4% 1 876 0.02 Note: Table reproduced from Reference 21. Report No. 1600539.401RO 5-13 lJStluclumllntegrlly Associates, Inc.*

F.T.F'Jv!F'I,ITS TYPF', NrJM End of riser pipe is constrained in all translations and rotations. End cap pressure is However, radial expansion and applied on this end.

                 -1. '/6'/24               -1.1S2J            -. SJ'lJ-':>6             .O 'f'/.I)B6                .692.':>29
                             -1.4'.:;9"/'/           -.~~4828               -.22988!.:>              .38'.:;0!.:>'1            1 Figure 5-l: Applied Unit Pressure and Mechanical Boundary Conditions Report No. 1600539.401RO                                       5-14                l)StroclunlllniBgrlly Associates, Inc.*

Case of 593 op hot leg temperature 266 . 59 339 . 142 4]1.694 484 . 24~ 556.797 _ _]_02 . 866 375 . 418 . 447 . 969 520.521 593.073 Case of 607.4 op hot leg temperature

       ~--- ----          ----

266 . 59 342 . 347 418 . ]0 493 . 862 304 . 469 380 . 226 455 . 984 531 . 741 607 . 498 Figure 5-2: Representative Applied RHR Thermal Stratification Temperature Profiles Report No. 1600539.401RO 5-15

K vs . a 20 10 0

  ~      -10

ci c

.:: -20

                                                                               ......... ...._  _______ ,.., /
                                                                                                               ~
         -30   - - DW Un it Crack Face Pressure
               - - Residual Stress
         -40
               - - Thermal Strat. max
               - - The rmal Strat. min
         -50 0             0.2               0.4              0.6                              0 .8   1          1.2 Crack Depth f ro m Inside Surface (in)

Figure 5-3: Stress Intensity Factors Note : Table reproduced from Reference 21 Report No. 1600539.401RO 5-16

Outside Meta I Tenl perature 455 u:

  ;:__ 45
    ~

J,

   ~Q.l Q._

E 44 440 435 - - - - - - - - - - - - --- - 510600 35 9Xl 3511200 3511500 3511800 3512100 35 2400 Tim ( c) Figure 5-4: Outside Metal Temperature during Thermal Stratification Transient Notes: I. Table reproduced from Reference 21.

2. The maximum loading rise time is 180 seconds. Since a larger loading rise time yields a greater crack growth rate, the rise time of 3 60 seconds is applied to calculate the crack growth rate.

Rep_ort No. 1600539.401RO 5-17 S)Slnlcbnlln#Bgrtty Associates, Inc.*

2.00E-04

                                                                           - - Code Case N-809 R<O
                                                                           - -ASM E Code Equat ion X2 R<O l.SOE-0 4
 ...9:!

u u c l .OOE-0 4 z

"'0

(\)

 "'0 5.00E-05 O.OOE+OO 0  5       10       15      20       25          30      35        40         45       50
                                                        ~K (ks i-in°*5)

Figure 5-5: Crack Growth Rates Comparison for R < 0 Note : Table reproduced from Reference 21 Report No. 1600539.401RO 5-18 l)Stntctumllntegrlly Associates. tnc.*

6.0 RESULTS OF THE ANALYSES 6.1 Thermocouple Temperature Results Figure 6-1 plots the calculated fluid temperature (Boundary Input, equivalent to inside surface metal temperature) and measured temperature (Response, equivalent outside surface metal temperature) for a typical thermocouple data column (channel 102) from the run with data written June 3, 2016. Note that the fluid temperature varies more widely than the measured temperature; this is especially noticeable at the end ofheatup. Figure 6-2 shows a selected portion of the results from Figure 6-1, providing greater detail. (Note that the interval of 86400 seconds on Figure 6-1 corresponds to one day.) Figure 6-3 shows the results of the PIPE-TS2 run using calculated fluid temperature for channel 102, with a job name ofRHR-102. The calculated and measured outside surface metal temperature agree to within about 1op. In general, output from the data sets written 6/14/2016 and 8/1 0/2016 are similar in magnitude to that shown in Figure 6-1 after the maximum operating temperature has been reached. Therefore, the data and conversion results shown in Figures 6-1 through 6-3 are representative. The PEA predicted metal OD surface temperature at thermocouple TC102 and TC104locations are compared in Figure 6-4. The comparison demonstrates that the PEA predictions are within 6°F of the corresponding thermocouple measurements. The 6°F maximum discrepancy is deemed insignificant and, therefore, the applied thermal boundary conditions and assumptions in the PEA are adequate. 6.2 Thermal Stress Results The stresses due to RHR thermal stratification, hot leg thermal displacement, and hot leg entrance temperature effects are calculated at each time point of the elapsed time period between 3,510,420 seconds and 3,513,420 seconds. Representative resulting axial stresses in the flaw Report No. 1600539.401RO 6-1 S) Stnu:lumllntegrlly Associates, Inc.*

region are plotted in Figure 6-5 at elapsed time= 3,511,020 seconds (where the temperature at TC102 is at the maximum). The axial stresses are plotted with respect to a local coordinate system aligning with the 45-degree RHR pipe. Linearized through-wall stresses as well as detailed through-wall stresses on a linear path through the centerline of the flaw, as shown in Figure 6-6, are extracted from each analysis cases. The linearized membrane-plus-bending (Pm+Pb) axial stresses are compared within each analysis case to determine the maximum and minimum axial stress time points. Utilizing linearized Pm+Pb stresses is a common practice to assess the stress results within a thermal transient for fracture mechanics analysis. The axial stress results are summarized in Table 6-1. The through-wall axial stresses at the corresponding minimum and maximum time points are fit into a third order polynomial, which is a convenient method to represent the stress distribution through the thickness. The curve fit coefficients will be used in the subsequent crack growth calculation. As tabulated in Table 6-1, the quality of the curve fits, R2, are all close to 0.999 which means very high quality fit. The curve-fit polynomial is represented in the form: where a =axial stress as function of depth from inside surface (ksi) Ci =polynomial coefficients, i = 0, 1, 2, and 3 x =distance from inside surface (in) 6.3 Unit Pressure Stress Results The stresses due to unit internal pressure load are shown in Figure 6-7. Linearized through-wall stresses, as well as detailed through-wall stresses, are extracted on a linear path through the Report No. 1600539.401RO 6-2 ~Stnu:lurallntegrlly Associates, Inc.*

centerline of the flaw, as shown in Figure 6-6. The axial stress results are summarized in Table 6-1. 6.4 Crack Growth Analyses Results The stress intensity factor results for each load case are presented in Figure 5-3. The crack growth results are shown in Table 6-2 and Figure 6-8. The allowable flaw size is calculated based on the 1/circumference at each crack depth since the 1/circumference is also changed for every month as shown in Figure 6-9. At the weld location, it takes 41 months for the initial flaw of 0.34 inches to reach the allowable flaw size when ASME Code FCG equation is used. It takes 35 months for the initial flaw of 0.34 inches to reach the allowable flaw size when Code Case N -809 FCG equation is used. As shown in Table 6-3, the crack growth due to SCC is about 0.0385 inches. When the crack reaches about 0.6 inches, there is a crack growth less than 0.0001 inches due to sec because the residual stress is compressive enough that the total applied K is less than 0.05 ksi.Vin, Figure 6-8. As a result, the crack growth has a tendency to arrest near a depth of around 0.6 inches. Report No. 1600539.401RO 6-3 S )Stmlumllnlegrlly Associates, tnc.*

Table 6-1: Thru-Wall Axial Stress Summary at TC102 from Finite Element Analyses Linearized Stresses Polynomial Curve Fit Coefficients (ksi) (ksi) Load Case Pm+Pb Pm+Pb Quality Co c1 c2 c3 (Inside) (Outside) R2 Min -23.429 2.433 -32.017 62.244 -46.571 12.153 0.99974 Case 1 Max 9.362 -13.696 21.014 -78.073 69.498 -20.254 0.99897 Min -23.440 2.428 -32.028 62.249 -46.572 12.153 0.99974 Case2 Max 9.351 -13.701 21.003 -78.067 69.496 -20.254 0.99897 Min -25.110 2.079 -33.738 63.382 -46.764 12.195 0.99975 Case 3 Max 7.656 -14.035 19.244 -76.783 69.167 -20.171 0.99890 Min -25 .124 2.073 -33.752 63.388 -46 .765 12.196 0.99975 Case4 Max 7.641 -14.042 19.230 -76.775 69.165 -20.170 0.99890 Unit Internal Pressure 1.846 1.688 1.871 -0.283 0.262 -0.111 0.99675 Table reproduced from Reference 20 Cases:

1. Hot leg connection at 593°F, zero hot leg thermal anchor movement, derived RHR inside surface temperature history from TC1 02 to TC112 thermocouple data.

2. Hot leg connection at 607.4°F, zero hot leg thermal anchor movement, derived RHR inside surface temperature history from TC1 02 to TC112 thermocouple data.

3. Hot leg connection at 593°F, maximum hot leg thermal anchor movement, derived RHR inside surface temperature history from TC 102 to TC 112 thermocouple data.

4. Hot leg connection at 607.4°F, maximum hot leg thermal anchor movement, derived RHR inside surface temperature history from TC1 02 to TC112 thermocouple data.

Table 6-2: Crack Growth Results ASME Code Eq. Code Case N -809 Austenitic Steel in Air Time for Initial Flaw to 41 months 35 months Reach Allowable Flaw Size Table reproduced from Reference 20 Report No. 1600539.401RO 6-4 lJ SllucbuaiiiiiBgrlty Associates, Inc.*

Table 6-3: Monthly Crack Depth Crack Depth (in) Time ASME Code Eq. (In month) Austenitic Steel in Air Code Case N-809 Times 2 0 0.3400 0.3400 FCG 0.4065 0.4573 1 sec 0.4373 0.4723 FCG 0.4973 0.5451 2 sec 0.5040 0.5464 FCG 0.5502 0.5913 3 sec 0.5512 0.5913 FCG 0.5918 0.5949 4 sec 0.5918 0.5949 FCG 0.5959 0.5989 5 sec 0.5959 0.5989 FCG 0.5993 0.6024 6 sec 0.5993 0.6024 FCG 0.6134 0.6166 12 sec 0.6134 0.6166 FCG 0.6277 0.6298 36 sec 0.6277 0.6298 FCG 0.6300 0.6298 111 sec 0.6300 0.6298 FCG 0.6300 - 203 sec 0.6300 - Table reproduced from Reference 20 Report No. 1600539.401RO 6-5 ~Stnn:lunlllnlegrlly Associates, Inc.*

bUU soo 400

~t

l

   ~ 300 OJ 0...

E Cl) t-200 100 0 0 ,Rf)400 17/.ROO ~ 4snoo 4 ~700 0 S1.R400 n04.ROO El apsed t im e, sec

                                       - - Boundary Input    - - Response Figure 6-1: Channel 102 Measured Temperature and Calculated Fluid Temperature Report No. 1600539.401RO                          6-6                 S)Stntclumllntegrtty Associates, Inc.*

600 500 400

~l

J

  ~ 300    -

Q) Q.. E Q_l f- 200 100 0 331200 332400 333600 334800 336000 337200 338400 339600 340800 342000 343200 344400 345600 Elapsed t ime, sec

                                    - - t1ound ary Inpu t  - - Kesponse Figure 6-2: Channel 102 Measured Temperature and Calculated Fluid Temperature, Detail Report No. 1600539.401RO                         6-7               l }Sinlclulallntegrlty Associates, Inc.*

162 160 158

 !;!.- 156
  ~'

J

   ~    154 Q) a..

E Q) r- 152 150 148 146 - - - - - - - - - -*- -------------- --- 0 500 1000 1500 2000 2500 Time, sec

                      - - inside fl uid , ca lc - - outer surface, ca lc - - outer surface , measured Figure 6-3: Channell02 Measured and Calculated Outside Surface Temperature Report No. 1600539.401RO                                6-8               S )Stnn:tumllntegrtty Associates. Inc.*

Measured TC and FEA Predicted OD Surface Temperature 560 - 550 540 r 530 r - TC104 520 -

 ~ 510  l
 ~ 500  _l                                                                        ----- FEA104 t 490 1
 ~ 480   I                                                                        - - TC102 i ::: lr 450
                                                                                  ----- FEA102 440   f

I 400 - * - - -

3510500 3511000 3511500 3512000 3512500 3513000 3513500 Elapsed Time (second) Figure 6-4: Comparison of Measured TC and PEA Predicted OD Temperature Report No. 1600539.401RO 6-9 ~Stnrclumllntegrlly Associates. Inc.*

                                                                       "-*ll tr:-1                                                               .1? *1 rl!£- . . '\ L£*L>""'                                            :1':-. ..: u-:,:;;,
 ;::-_             t,:. .-..
 , -,- -!1

[J ~ . - 1 *- 7 !0:: ~~~~: : : ~. *1.'1

                                                                    ~ ~~!:;*~,*~
 ~~~~;)~~)\.;                                                       .: c ~ .. 1. i: * -,
                                                                     ... c::- ;-J.r*,-*r Case 1:                                                        Case 2:

593 op HL Temp. 607.4°F HL Temp.

 " * ~ ll

t..D-1

,-' a : - . Lt.,.-J1.-,
             ~:

1.::.: -u

re- .- t.:". ; .' J

 ~ t :-     r. , 11.111

l t.E- --F-; , 1.:.!,:

.it'! ... I. -. H
"'-{"!'...-*1 .*    ,,

Case 3: Case 4: 593 op HL Temp. 607.4°F HL Temp.

                                                                                                            'l . 17 ~~

Figure 6-5 : Representative Axial Stress Contour at Elapsed Time= 3,511 ,020 seconds (Axial stress w.r.t. the 45-degree RHR pipe. Stress contour scale in KSI unit) Report No. 1600539.401RO 6-10

Through-wall stress extraction location is at flaw centerline Approx. flaw extent / Figure 6-6: Through-wall_ Stress Extraction Location Report No. 1600539.401RO 6-11 l )Sintclumllntegrlty Associates, tnc.*

N(D.A.L :=:OTjiTTO\T Sl'F'.P=l Si_lB =1

'l'lt<l!!:.=l

.ilN'l' (l'NG)

RSYS:-- 0 DH!- = . Otd2 94 St*N =/. . 9877:i

SAX =6. 29.322 2.997'/b 5 . 92'/0S 3_.3o391 6.29322 Figure 6-7: Representative Stress Intensity Contour Plot for Unit Pressure Case Report No. 1600539.401RO 6-12 (J:Sttuclulallnfegrlly Associates, tnc.*

ati ue + SCC Growth

l. ii:. J ~~ 1 ,- J~., ..**~ ..... . . Jo; r~

            .l   ***m Crack depth and a ll ow abl e i'ntercept s at 41 m ont hs: wh e n
 ; ; ( 1,8*.* }
 *::;..,                                                                           th e ASM E Aust eniti c St ee l in A ir
 *=>~

0 X2 FCG eq uati on is used w Cl.h II)

u U.': ( Ll Crack depth and allowa,tbe inte-rcepts: at 35 mont ns when the Code Cade N..sog

            ...:! JD f CG @qu.ati.on is: used lLl'      ' 11)

L't fi I f.ta nf' ( *nn lq Figure 6-8: Fatigue plus SCC Growth Results from an Initial Flaw Size of 0.34 in Report No. 1600539.401RO 6-13 l )Stntcllnltntegrlly Associates, Inc.*

Cra ck Length I Circu mferen ce Growth 0.90 0 .80 0 .70 0.60 __ .. __ .. ..,. .. -- .... -... -- ...

   <l) u c:
                                                                                                                                                .. --(16,, ..
   ~
 ~

E o.so ..... ..... .....

.~

J u

0.40 0.30

                                  ,./                                                                                                                   ----- ASM E Aust eni t ic Steel                         in Air X2 0 .20   ...... ,
                                                                                                                                                        - - Code Case N-809 0.10  I 0                 5               10                15                   20              25                  30                  35             40                45                      50                   55             60 Time (m onth)

Figure 6-9: Crack Length per Circumference Growth Results Report No. 1600539.401RO 6-14

7.0 CONCLUSION

S The evaluation herein determines an allowable flaw depth and expected crack growth for the RRR suction line at DCPP, Unit 2 where cracking was discovered. The cracking is located in Weld WIB-245, the first 45° elbow-to-pipe weld downstream of the RCS nozzle weld. Using the methods of ASME Section XI, Appendix C, an allowable flaw depth curve as a function of the flaw's length-to-circumference ratio has been determined. In order to calculate crack growth over the next operating cycle, both FCG and SCC as plausible degradation mechanisms were considered as part of the evaluation performed in Reference 3 because the exact root cause of the failure is not confirmed. Thermal shock from cyclic swirl penetration and cyclic thermal stratification of the unisolable horizontal pipe section are included in the FCG calculation. Vibration was not included since it was ruled out as a possible cause-:- Temperature data along the affected RRR suction line has been collected during plant operation, which shows significant thermal stratification cycling near the location of the identified flaw. Consequently, a refined analysis has been performed in this report to calculate the crack growth using the detailed temperature data obtained from the thermocouples. The results indicate that at the weld location, it would take 3 5 months for the as-found flaw depth of 0.34" during the 2Rl9 refueling outage to reach the allowable flaw size using the most limiting crack growth law. The results also indicate that FCG is the predominant contributor to flaw growth while SCC is not a common phenomenon in PWR primary piping environments. Thus, the current evaluation is a conservative application of both degradation mechanisms to estimate the flaw growth rate in order to bound the risk to piping integrity. However, the current evaluation is not assigning sec as a degradation mechanism to this piping segment, with any degree of certainty. Thus, based on the crack growth rates presented in this report, the flaw in the 45° elbow weld of the RRR suction line at DCPP, Unit 2 is acceptable for continued operation until the 2R20 refueling outage which will not exceed a two-year duration. Report No. 1600539.401RO 7-1 ( )Stluclunfllntegdty Associates, Inc.*

8.0 REFERENCES

1. DCPP Design Input Transmittals:

a. DCPP Design Input Transmittal No. DIT-50852155-001-01, "RCS Cooldown and Heatup STP M-55," SI File No. 1600539.208.

b. DCPP Design Input Transmittal No. DIT-50852155-002-00, "2R19 RHR Suction Weld Joint Flaw Evaluation," SI File No. 1600539.207.

2. ASME Boiler and Pressure Vessel Code, Section XI, 2001 Edition, with Addenda through 2003.

3. SI Calculation No. 1600539.301, Rev. 0, "Evaluation of the Flaw in the RHR Suction Weld Joint."

4. Email from Brandon Mainini (DCPP) to Anderson Lin (DCPP), "RE: Pre-Job Brief on RHR Suction Joint Flaw Evaluation with TIC Data," dated 8/29/2016 10:10 AM, SI File No. 1600539.216.

5. ASME Code Case N-809, "Reference Fatigue Crack Growth Rate Curves for Austenitic Stainless Steels in Pressurized Water Reactor Environments Section XI, Division 1,"

Cases the ASME Boiler and Pressure Vessel Code, June 23, 2015.

6. pc-CRACK 4.1 CS, Version Control No. 4.1.0.0, Structural Integrity Associates, December 31, 2013.

7. SI V&V Report No. 1600539.305, Rev. 0, "Verification ofpc-CRACK 4.2 beta Output."

8. American National Standard ANSI/ASME B36.10M-1985, Welded and Seamless Wrought Steel Pipe.

9. ASME Boiler and Pressure Vessel Code, Section II, Part D - Properties, 2001 Edition w/Addenda through 2003.

10. ASME Boiler and Pressure Vessel Code, 2001 Edition with addenda through 2003.

11. DCPP Design Input Transmittal No. DIT-50852155-003-02, "2R19 RHR Suction Weld Joint Flaw Evaluation," SI File No. 1600539.211.

12. SI Calculation Package No. 1600539.302, Rev. 0, "Inverse Green's Function Calculations for Diablo Canyon RHR Piping."

13. DCPP Design Input Transmittal No. DIT-50852155-003-00, "2R19 RHR Suction Weld Joint Flaw Evaluation," SI File No. 1600539.211.

14. DCPP Design Input Transmittal No. DIT-50852155-004-00, "Unit 2 RHR Suction Weld Joint Flaw Evaluation," SI File No. 1600539.215.

15. PIPE-TS2, Version 1.01, Program to Compute the Transient Thermal and Stress Response of an Axisymmetric Two-Material Cylinder, Structural Integrity Associates.

16. Section XI Task group for Piping Flaw Evaluation, ASME Code, the Journal of Pressure Vessel Technology, "Evaluation of Flaws in Austenitic Piping" Volume 108, Number 3, dated August 1986.

Report No. 1600539.401RO 8-1

17. Lenets, Y.N., "Compression Fatigue Crack Growth Behavior of Metallic Alloys: Effect of Environment," Engineering Fracture Mechanics, Vol. 52, No.5, 1997.

18. BWRVIP-14-A: BWR Vessel and Internals Project, Evaluation of Crack Growth in BWR Stainless Steel RPV Internals, EPRI, Palo Alto, CA: 2008. 1016569.

19. ANSYS Mechanical APDL, Release 14.5 (w/ Service Pack 1 UP20120918), ANSYS, Inc., September 2012.

20. SI Calculation No. 1600539.303, Rev. 0, "Finite Element Stress Analysis of the RHR Piping Due to Thermal Stratification Transient."

21. SI Calculation No. 1600539.304, Rev. 0, "Crack Growth Evaluation in the RHR Suction Weld Joint."

22. Materials Reliability Program: Management of Thermal Fatigue in Normally Stagnant Non-Isolable Reactor Coolant Branch Lines (MRP-146, Revision 1), EPRI, Palo Alto, CA, 6/22/2011 (1022564). PROPRIETARY.

23. Materials Reliability Program: Studies of Stress Corrosion Cracking Initiation in Stainless Steels in Off-Normal PWR Primary Water Chemistry Environments (MRP-292), EPRI, Palo Alto, CA, 1021016. Product Abstract.

Report No. 1600539.401RO 8-2

APPENDIX A COMPUTER FILES A-1 ( ;Stntctuml lntegrlly Associates, Inc.* Report No. 1600539.401RO

ANSYS Files For Finite Element Analyses File Name Description STACK.INP Control analysis input file PIPE_GEOM2.1NP Create RHR piping finite element model COMPONENTS Component definition file STRAT_HL593.1NP Perform Case 3 analysis STRAT_HL607.1NP Perform Case 4 analysis STR_NoTAM593 .1NP Perform Case 1 analysis STR_NoTAM607.1NP Perform Case 2 analysis TMH_HL396_mntr.inp Transient time step history file for 593°F HL temperature case TMH_HL607_mntr.inp Transient time step history file for 607.4°F HL temperature case UNITPRES.INP Perform unit internal pressure loading analysis GETPATH.TXT Stress extraction path definition file Raw stress output text files(*= STRAT_HL593, STRAT_HL607,

 *.OUT STR_NoTAM593, STR_NoTAM607 and UNITPRES)

Formatted stress output text files(*= STRAT_HL593,

 *.CSV                        STRAT_HL607, STR_NoTAM593, STR_NoTAM607 and UNITPRES) 1600539.303.xlsx             Excel spreadsheet of stress results pc-CRACK Files For Fracture Mechanics and Crack Growth Analyses File Name                                         Description LevelA.pcf            Allowable flaw size for service level A pc-CRACK input file LevelB.pcf            Allowable flaw size for service level B pc-CRACK input file LevelC.pcf            Allowable flaw size for service level C pc-CRACK input file LevelD.pcf            Allowable flaw size for service level D pc-CRACK input file LevelA.rpt            Allowable flaw size for service level A pc-CRACK output file LevelB.rpt            Allowable flaw size for service level B pc-CRACK output file Report No. 1600539.401RO                       A-2

LevelC.rpt Allowable flaw size for service level C pc-CRACK output file LevelD.rpt Allowable flaw size for service level D pc-CRACK output file pc-CRACK input file to evaluate crack growth using ASME Code for Casel (ASME).pcf FCGlaw Casel (ASME).rpt pc-CRACK main output file using ASME Code for FCG law pc-CRACK input file to evaluate crack growth using Code Case N-809 Casel (N-809).pcf forFCG law easel (N-809).rpt pc-CRACK main output file using Code Case N-809 for FCG law pc-CRACK input file to evaluate crack growth of Case 2 using Code Case2 (N-809).pcf Case N -809 for FCG law pc-CRACK main output file of Case 2 using Code Case N-809 for FCG Case2 (N -809).rpt law pc-CRACK input file to evaluate crack growth of Case 3 using Code Case3 (N-809).pcf Case N -809 for FCG law pc-CRACK main output file of Case 3 using Code Case N-809 for FCG Case3 (N-809).rpt law pc.;.CRACK input file to evaluate crack growth of Case 4 using Code Case4 (N-809).pcf Case N -809 for FCG law pc-CRACK main output file of Case 4 using Code Case N-809 for FCG Case4 (N-809).rpt law Rainflow program to determine number of cycles using rainflow cycle Rainflow.exe counting technique TC102.txt Rainflow input file to determine number of cycles TC102.out Rainflow output file to determine number of cycles Report No. 1600539.401RO A-3

APPENDIXB PC-CRACK OUTPUT FILES Report No. 1600539.401RO B-1

                                         !S}Slnlc:tum Integrity Associates. Inc!'

LevelA.rpt pc-CRACK 4. 2 CS Version Control No. 4. 2. 0. 0 Beta Structural Integrity Associates, Inc. WHYT. structint. com pccrack@structint. com Date: 11/11/2016 11: 02 Input Data read from C : \Users\mfong\Documents\01 . Project\05. DCPP\1600539\Alloi*Tab l e Fla 11 Size\LevelA. pcf Analysis Title : LevelA Units Selected : US Customary Linear Dimensions - inches Stress - ks i Load - kips Temperature - deg F Time - hours Jic - in-lbs/in"2 Analysis Type: ASME Secti on XI HIB-3640 (2004) Crack Geometry Orientation : Circumferential Crack Depth = 0.3400 Crack Length = 8. 0000 Pipe Geometry Nomina l Pipe Size = 14. 0000 Outer Diameter = 14 . 0000 Wa l l Thickness = 1. 4200 Servi ce Level : A The allm*1able f l aN size is determined using Tables Stresses Pm = 6 . 1900 (safety factor = 2.7000) Pb = 0.1100 (safety factor = 2.3000) Pe = 11.9180 K (Residual Stress) = 0. 0000 Naterial: Stai nl ess Steel Flux >rel d Flow Stress 45.1500 Number of Warnings in Inputs: 0 Analysis Resu l ts Failure Mode per Screening Criteria: EPFM (Class 1 screening rules used) Table C-5310-1 used Stress Ratio 0. 3637 Z factor 1.4300 1/ circumference = 0 . 18 1 9 all01*1able a/t 0. 7 50 0 (Combined Loading)

!/Circumference         All01*1able a/t 0.0000              0.7500 0.1000              0.7500 0.2000              0 . 7500 0.3000              0.6918 0.4000              0.5527 Report No. 1600539.401RO                                                B-2                              l )slnlctunrlllllegrlty Associates. Inc.*

0. 5000 0.4854

0. 6000 0.4482 0.7500 0. 4382 Table C-53 1 0 - 5 used Stress Ratio 0. 5293 Z factor 1. 4300 1/ circumference = 0.1819 a l lm*rable a/t 0. 7500 (Hernb r ane Loading) 1 /Circumference AlloHab l e a/t

0. 0000 0 . 7500 0.1000 0 . 7500

0. 2000 0.7500

0. 3000 0.7383

0. 4000 0. 6689

0. 5000 0.5748 0 . 6000 0. 5177

o. 7500 0.4707 Note: Allo\*Tabl e crack s i ze is ca l culated based on the fai l ure mode indicated by the screening criteri a \*lh i ch is based o n the input crack size Number of Runtime Warnings: 0

      ***    End of pc-CRACK output    ***

Report No. 1600539.401RO B-3 S}Stnu:tutallntegrlty Associates. Inc.*

LeveiB.rpt pc-CRACK 4. 2 CS Version Control No. 4. 2 . 0. 0 Beta Structural Integrity Associates, Inc. \-1\*TVl. structint. com pccrack@structint. com Date: 11/11/2016 11:02 Input Data read from C: \Users\mfong\Documents\01. Project\05. DCPP\1600539\AlloHable Fla>l Size\LevelB. pcf Analysis

Title:

LevelB Units Selected: US Customary Linear Dimensions - inches Stress - ksi Load - kips Temperature - deg F Time - hours Jic - in-lbs/in '2 Analysis Type: ASME Section XI IWB-3640 (2004) Crack Geometry Orientation: Circumferential Crack Depth = 0. 3400 Crack Length = 8. 0000 Pipe Geometry Nominal Pipe Size = 14 . 0000 Outer Diameter = 1 4. 0000 Wall Thickness = 1. 4200 Service Level : B The alloNab l e fla\*1 size is determined using Tables Stresses Pm = 6. 6100 (safety factor = 2. 4000) Pb = 0. 6700 (safety factor = 2. 0000) Pe = 12.5110 K (Residual Stress) = 0. 0000 Naterial: Stainless Steel Flux Held FloH Stress 45.1500 Number of \*larnings in Inputs: 0 Analysis Results Fail ure Mode per Screening Criteria: EPEM (Class 1 screening ru l es us e d) Table C-5310-2 used Stress Ratio 0. 4287 Z factor 1. 4300 1/ circumference = 0.1819 allo,;able a/t 0. 7500 (Combined Loading) 1/Circumference AlloHable a/t 0.0000 0.7500 0.1000 0.7500

0. 2000 0. 7500

0. 3000 0. 6611 0.4000 0. 5326

0. 5000 0.4641

0. 6000 0. 4341

0. 7500 0. 4198 Report No. 1600539.401RO B-4 S )Stnu:funrlllllegrlty Associates. Inc:'

Table c-531a-5 used Stress Ratio a . sa24 Z factor 1. 43aa 1 / circumference = a .18 1 9 all01*1able a/t a . 75aa (}lembrane Loading) 1/Circumference Allowable a/t

a. aaaa a.75aa a .laaa a. 7saa a . 2oao 0. 7500

a. 30ao 0 . 749a 0.4aoa a. 7a66 a . 5oao 0. 6071 0 . 6000 0. 54 73 a.750a a. 4976 Note: Allo\oTable crack size is calculated based on the failure mode indicated by the screening criteria which is based on the input crack size Number of Runtime ~*larnings: 0

     ***   End of pc-CRACK output     ***

Report No. 1600539.401RO B-5 SJstroc:tutal Integrity Associates. Inc!'

LeveiC.rpt pc-CRACK 4 . 2 CS Version Control No. 4. 2. 0. 0 Beta Structural Integrity Associates, Inc. HVTW. s tructint . com pccrack@structint. com Date: 11/11/201 6 11:02 I nput Data read from C : \Users\mfong\Documen t s\01. Project\05. DCPP\1600539\Allo"labl e Fla" Size\LevelC . pcf Analysis

Title:

LevelC Units Selected : US Customary Linear Dimensions - inches Stress - ks i Load - kips Temperature - deg F Time - hours Jic - in- l bs/in "2 Ana l ysis Type: ASME Secti on XI I\"15-3640 (2004) Crack Geometry Orientation : Circumferential Crack Depth = 0. 34 00 Crack Length = 8. 0000 Pipe Geomet r y Nominal Pipe Size = 14 . 0000 Outer Diameter = 14. 0000

        \"I al l Th ickness    =          1. 4200 Service Leve l : C The allowable flaw size is determined using Tables Stresses Pro=             6. 6100 (safety factor          =         1. 8000)

Pb = 0. 8900 (safety factor = 1. 6000) Pe = 12.6860 K (Residual Stress) = 0. 0000 Mater i a l : Stainless Steel Fl ux Held Flow Stress 45 . 1500 Number of Warnings in I nputs: 0 Analysis Results Fail ure Mode pe r Screening Criteria: EPE11 {Class 1 screening rules used) Table C- 5310-3 used Stress Rat i o 0. 4887 Z factor 1. 4300 1/ cir cumference = 0.1819 a ll o1-1abl e a/t 0 . 7 50 0 (Combi n ed Loading) 1/Circumference AlloHabl e a/t

0. 0000 0.7500

0. 1 000 0.7500

0. 2000 0 . 7500 0.3000 0. 6968

0. 4000 0. 5659

0. 5000 0.4936

0. 6000 0 . 4525

0. 7500 0. 4302 Table C-5310-5 used Report No. 1600539.401RO B-6

Stress Ratio 0.3766 Z factor 1. 4300 1/ circumference = 0.1619 alloHable a/t 0. 7500 (Membrane Loading) 1/Circumference AlloHable a/t

0. 0000 0. 7 500

0. 1 000 0. 7 500 0.2000 0. 7 500

0. 3000 0.7500

o. 4000 0.7500

0. 5000 0. 7346

0. 6000 0.6606 0.7500 0. 6232 Note : Al l oNable crack size is calculated based on the failure mode indicated by the screening criteria \-Jhich is based on the input crack size Number of Runtime l'larnings : 0

      ***   End of pc-CRACK output  ***

Report No. 1600539.401RO B-7 I}Slnlctutallllletlrlly Associates. Inc.*

LeveiD. rpt pc-CRACK 4. 2 CS Version Control No. 4. 2. 0 . 0 Beta Structural Integrity Associates , Inc. \>lNVl . structint. corn pccrack@structint . com Date: 11/11/2016 11:02 Input Data read from C: \Users\mfong\Do;;,uments\01. Project\05. DCPP\1600539\Allm*lable FlaH Size\LevelD. pcf Analysis

Title:

LevelD Units Selected: US Customary Linear Dimensions - inches Stress - ksi Load - kips Temperature - deg F Time - hours Jic - in-lbs/in '2 Analysis Type: ASME Section XI I\"IB-3640 (2004) Crack Geometry Orientation: Circumferential Crack Depth = 0.3400 Crack Length = 8. 0000 Pipe Geometry Nominal Pipe Size = 14 . 0000 Outer Diameter = 14. 0000 Wall Thickness = 1. 4200 Service Level: D The allov1able fla\-1 size is determined using Tables stresses Pm = 6 . 6100 (safety factor = 1. 3000) Pb = 1. 0300 (safety factor = 1. 4000) Pe = 12.8040 K (Residual Stress) = 0. 0000 Naterial: Stainless Steel Flux Held FloH Stress 45.1500 Number of Warnings in Inputs: 0 Analysis Results Failure Mode per Screening Criteria: EPFM (Class 1 screening rules used) Table C-5310-4 used Stress Ratio 0. 5316 Z factor 1. 4300 1/ circumference = 0 . 1819 a l lo1;able a/t 0. 7500 (Combined Loading)

 !/Circumference         Allo;~able    a/t

0. 0000 0.7500 0.1000 0. 7500

0. 2000 0.7500

0. 3000 0. 7215

0. 4000 0. 6052

0. 5000 0. 5215

0. 6000 0.4747 0.7500 0.4379 Table C-5310-5 used Report No. 1600539.401RO B-8

Stress Ratio 0. 2722 Z factor 1. 4300 1 / circumference = 0.1819 allo>~able a/ t 0 . 7500 (Membrane Loading~

!/Circumference     Allo>~able  a/t

0. 0000 0. 7500 0.1000 0. 7500

0. 2000 0. 7500

0. 3000 0 . 7500

0. 4000 0. 7 500

0. 5000 0. 7500

0. 6000 0. 7500 0.7500 0. 7139 Note: AlloNable crack size is ca l culated based on the failure mode indicated by the screening criteria vrhich is based on the input crack size Number of Runtime ~*larnings: 0

      *** End of pc- CRACK output ***

Report No. 1600539.401RO B-9 e Stnlctutallnlegrlty Associates, Inc.*

Casel (ASME).rpt pc- CRACK 4 . 2 CS Version Control No. 4. 2. 0. 0 Beta Structural Integrity Associates , Inc. \-1\ol\*1. structint. corn pccrack@structint. com Date: 03/14/2017 09:08 Input Data read from C: \Users\mfong\Documents\01. Project\05. DCPP\1600539\304 Crack Gro1*1th\Support Files_ 304 \pc-CRACK\Crack Grm*lth _ris e time 360 _sec 450\Casel (ASME) .pcf Analysis

Title:

Diablo Canyon Units Selected: US Customary Linear Dimensions - inches Stress - ksi Load - kips Temperature - deg F Time - hours Analysis Type: Crack GroHth (LEFM) Crack Gr01*1th Calculation Method - Cycle/Time Stepping Maximum Number of Load Blocks = 100 Block Print Interval = 1 Crack Model: 309-Semi-Elliptical Ci r cumferential Crack in Cylinder on the Inside Surface (Chapuliot) Crack Depth, a = 0.34 0 0 Half Crack Length, c = 4. 0000 ~/all Thickness, t = 1.4200 Inside Radius, Ri = 5. 5800 Aspect ratio allo\-1ed to vary Maximum a/t = 0.8 Crack Depth Print Increment for SIF Tabulation = 0. 1 Maximum Aspect Ratio (c/a) for SIF Tabul ation = 20 Aspect Ratio Increment for SIF Tabulation = 1 Tota l Load Cases: 6 Load Case 1: Pres Type: Stress Coefficients Input by User Coe ffici ent CO = 1.87 09 Coefficient Cl = -0.2827 Coefficient C2 = 0.2616 Coefficient C3 = -0.1113 Load Case 2: Thermal max Type: Stress Coefficients Input by User Coefficient CO = 21.0140 Coefficient Cl = -7 8.0730 Coe fficient C2 = 69 .49 80 Coefficient C3 = -20 .254 0 Load Case 3: DW Type: Stress Coefficients Input by User Coefficient CO = 0.1130 Coefficient Cl = 0 . 0000 Coefficient C2 = 0. 0000 Coefficient C3 = 0. 0000 Load Case 4: CrkFacePressure Type: Stress Coefficients Input by User Coefficient CO = 1. 0000 Coefficient Cl = 0. 0000 Coefficient C2 = 0. 0 000 Coefficient C3 = 0 . 0000 Report No. 1600539.401RO B-10 !S)Sttuctum lnlefrlty Associates. Inc!'

Load Case 5: Thermal min Type: Stress Coefficients Input by User Coefficient CO = -32.0170 Coefficient Cl = 62.2440 Coefficient C2 = -46.5710 Coefficient C3 = 12 . 1 530 Load Case 6:Residual 70 Type : Stress Coefficients Input by User Coefficient CO = 30. 3706 Coefficient Cl = -227 . 2910 Coefficient C2 = 289.2005 Coefficient C3 = -88 . 6581 Total Load Sub-Blocks: 8 Load Sub- Block # 1 Load Sub-block Name: Thermal_Fatigue 100 Maximum Load Case Multiplier Load Case ID

2. 2350 Pres

1. 0000 D\*1

1. 0000 Thermal max

2. 2350 CrkFacePressure

1. 0000 Residual 70 Ninimum Load Case Multiplier Load Case ID

2. 2350 Pres 1.oooo m1

1. 0000 Thermal min

2. 2350 CrkFacePressure

1. 0000 Residual 70 Growth Law: TableDADN Cycles/Time: 876 Calc. Interval: 1 Print Interval: 876 Load Sub- Block # 2 Load Sub-block Name: Thermal_Fatigue 72 Maximum Load Case Multiplier Load Case ID

2. 2350 Pres

1. 0000 Dl'l

2. 2350 CrkFacePressure

1. 0000 Residual 70

0. 6800 Thermal max Minimum Load Case Multiplier Load Case ID

2. 2350 Pres

1. 0000 Dl'l 2 . 2350 CrkFacePressure

1. 0000 Residual 70

0. 6800 Thermal min Gro1*1th Law : TableDADN Cycles/Time: 876 Cal c. Interval: 1 Print Interval: 876 Load Sub-Block # 3 Load Sub-block Name: Thermal_Fatigue 45 Naxirnum Load Case Multiplier Load Case ID

2. 2350 Pres

1. oooo m1

2. 2350 CrkFacePressure

1. 0000 Residual 70

0. 3950 Thermal max Minimum Load Case Multiplier Load Case ID 2 . 2350 Pres Report No. 1600539.401RO B-11 l}Stnu:tui'BI llllegrlty Associates, fnc.*

1 . 0000 2.2350 CrkFacePressure 1.0000 Residual 70

0. 3950 Thermal min GroHth LaH: TableDADN Cycl es/Time: 1752 Ca l c. Interval: 1 Print Interval: 17 52 Load Sub-Block # 4 Load Sub- b l ock Name: Therma l _Fatigue 34 Maximum Load Case Multiplier Load Case ID

2. 2350 Pres

1. 0000 DW

2. 2350 CrkFacePressure

1. 0000 Res i dua l 70 0.2800 Thermal max Minimum Load Case Multiplier Load Case ID 2.2350 Pres

1. 0000 DW

2. 2350 CrkFacePressure 1 . 0000 Residua l 70 0.2800 Thermal min GroHth La~n TableDADN Cycles/Time: 5256 Calc. I nterva l : 1 Print I nterval: 5256 Load Sub-Block # 5 Load Sub- b l ock Name: Thermal_Fatigue 22 Maximum Load Case Multiplier Load Case ID

2. 2350 Pres

1. 0000 01'1 2 . 2350 CrkFacePressure

1. 0000 Residual 70

0. 1 550 The r mal max Minimum Load Case Multipl ier Load Case ID

2. 2350 Pres

1. 0000 Dl'l 2 . 2350 CrkFacePressure

1. 0000 Residual 70 0.1550 Thermal min GroHth La~n TableDADN Cycles/Time: 1 0512 Calc. Interval: 1 Pri nt Interval: 10512 Load Sub- Bl ock # 6 Load Sub- b l ock Name : Thermal_Fatigue 9 Maximum Load Case Mu l tip l ier Load Case ID

2. 2350 Pres

1. 0000 D\'1

2. 2350 CrkFacePressure

1. 0000 Residual 70

0. 0650 Thermal max Minimum Load Case Mu l tip l ier Load Case I D

2. 2350 Pres

1. 0000 D\*1 2 . 2350 CrkFacePressure

1. 0000 Residual 70

0. 0650 Thermal min GroHth La1;: TableDADN Cycles/Ti me: 876 Calc. Interval : 1 Pri nt Interval : 876 Load Sub- Block # 7 Report No. 1600539.401RO B-12 SJstnu:tutal Integrity Associates, Inc.*

Load Sub-block Name : Thermal_Fatigue 4 Hax i mum Load Case Hul tiplier Load Case ID

2. 2350 Pres

1. 0000 D\"1

2. 2350 CrkFacePressure

1. 0000 Residual 70

0. 0200 Thermal max Ninimum Load Case Multipli e r Load Case ID

2. 2350 Pres

1. 0000 Del 2 . 2350 CrkFacePr essure

1. 0000 Residual 70

0. 02 00 Thermal min Gro1-1th La1-1: Tabl eDADN Cycles/Time: 876 Calc . Interval: 1 Print Interval: 876 Load Sub-Block # 8 Load Sub-block Name: SCC Maximum Load Case Hultipl i er Load Case ID 2 . 2350 Pres

1. 0000 D\"1

2. 2350 CrkFacePressure

1. 0000 Residual 70

1. 0000 Thermal max GrO\;th Law: sec Cycles/Time: 730 Calc. Interval: 1 Pri nt Interval: 730 Material Library Option - Default Material : 13 Diab l o Canyon Stainless Steel 2: ASME Austenitic Steel in Air Table (da/dn-DK)

No. of R ratios in the tables = 12 R Ratio = 1. OOOE-20 Delta K da/dn 1 . OOOE-03 1. OOOE-20 0.1000 1. 670E- 1 3 1 0.0000 6. 630E- 07 20.0000 6 . 530E-06

30. 0000 2 . 490E-05

40. 0000 6 . 430E-05

50. 0000 1. 340E-04

60. 0000 2. 450E-04 70.0000 4. 080E- 04 80.0000 6.340E-04

90. 0000 9. 340E- 04 100. 0000 1. 320E-03 R Ratio = 0.1000 Delta K da/dn 1 . OOOE-03 1. OOOE-30 0.1000 1. 980E-13

10. 0000 7 . 880E-07 20.0000 7. 760E-06

30. 0000 2. 960E-05 40.0000 7. 650E-05

50. 0000 1. 600 E-04 60 . 0000 2. 910E-04 70.0000 4. 850E- 04

80. 0000 7. 530E-04

90. 0000 1.110E-03 100. 0000 1. 570E-03 Report No. 1600539.401RO B-13 l}Stnu:lutalllllegrlly Associates. Inc.*

R Ratio = 0. 2000 Delta K da/dn

1. OOOE- 03 1. OOOE-30 0.1000 2.300E-1 3

10. 0000 9 . 14 OE-07 20.0000 9. OOOE- 06

30. 0000 3. 430E-05 40.0000 B. B60E-05

50. 0000 1. B50E- 04

60. 0000 3. 3BOE-04 70.0000 5. 620E-04 BO. 0000 B. 730E- 04 90.0000 1. 290E-03 100. 0000 1. B20E- 03 R Ratio = 0. 3000 Delta K da/ dn l . OOOE-03 l . OOOE-30 0.1000 2.610E-l3 10.0000 1. 040E-06 20.0000 1. 020E-05

30. 0000 3. 900E-05 40.0000 1. OlOE-04

50. 0000 2 .100E-04 60.0000 3.B40E-04 70.0000 6.390E- 04 80 . 0000 9 . 930E-04

90. 0000 1. 4 60E-03 100 . 0000 2.070E-03 R Ratio = 0 . 4000 Delta K da/dn

1. OOOE- 03 1 . OOOE-30 0.1000 2.920E-13 10 . 0000 1.160E-06 20.0000 1.150E-05 30.0000 4. 370E-05 40 . 0000 1.130E-04

50. 0000 2. 360E-04 60 . 0000 4. 3 1 0E- 04 70.0000 7 .160E- 04 BO. 0000 1.11 0E-03 90 . 0000 1. 640E- 03 100. 0000 2 . 320E-03 R Ratio = 0. 5000 Delta K da/dn

l. OOOE- 03 1 . OOOE-30 0.1000 3 . 240E-13

10. 0000 1 . 290E- 06 20.0000 1. 270E-05 30.0000 4 . B40E-05 40 . 0000 1.250E-04

50. 0000 2. 610E-04 60 . 0000 4.770E-04

70. 0000 7. 930E-04 BO. 0000 1 . 230E- 03 90.0000 1. B20E- 03 1 00.0000 2. 570E- 03 R Ratio = 0 . 6000 Delta K da/ dn

1. OOOE-03 1 . OOOE-30

0. 1 000 3.550E-13 10.0000 1. 410E- 06 20.0000 1.390E-05

30. 0000 5. 310E-05 40.0000 1. 370E-04 5 0 .0000 2 . B70E-04

60. 0 000 5. 230E-04 Report No. 1600539.401RO B-14 l }slnlctunrlhllegrlty Associates. Inc.*

70.0000 8. 700E-04 80.0000 1 . 350E- 03

90. 0000 1. 990E-03 100. 0000 2. 820E-03 R Ratio = o. 7000 Delta K da/dn

1. OOOE- 03 1. OOOE-30 0.1000 3. 870E-13 1 0. 0000 1 . 540E-06

20. 0000 1 . 520E- 05

30. 0000 5. 780E-05 40.0000 1. 490E-04

50. 0000 3 . 120E-04 60.0000 5. 7 00E-0 4

70. 0000 9. 470E-04

80. 0000 1. 4 70E-03

90. 0000 2 . 1 70E-03 100 . 0000 3. 070E-03 R Ratio = 0. 790 0 Delta K da/dn

1. OOOE-03 1 . OOOE-30 0.1000 4 .150E-13 10 . 0000 1. 650E- 06 20 . 0000 1. 630E- 05

30. 0000 6. 2 1 0E-05 40.0000 1. 600E-04

50. 0000 3 . 350E-04

60. 0000 6. ll OE-04

70. 0000 1. 020E-03

80. 0000 1 . 580E- 03

90. 0000 2 . 330E-03 100 . 0000 3 . 300E-03 R Ratio = 0. 8000 Delta K da/dn 1 . OOOE- 03 1. OOOE-30 0.1000 5. 040E- 13 1 0. 0000 2. 010E- 06

20. 0000 1. 980E-05

30. 0000 7. 530E-05 40 .0000 1. 950E-0 4

50. 0000 4. 060E-04

60. 0000 7. 420 E- 04

70. 0000 1. 230E-03 80 . 0000 1. 920E- 03

90. 0000 2 . 830E-03 100. 0000 4. OOOE- 03 R Ratio = 0. 9000 Delta K da/dn

1. OOOE-03 1 . OOOE-30 0.1000 1. 470E-12 10 . 0000 5 . 850E-06

20. 0000 5 . 760E- 05

30. 0000 2 . 200E- 04 40.0000 5 . 680E-04 50 . 0000 1. 190E-03 60.0000 2. 1 60E-03 70.0000 3. 600E-03 80 . 0000 5. 590E-03

90. 0000 8 . 240E-03 100. 0000 0. 0117 R Ratio = 0. 9990 Delta K da/dn 1 . OOOE-03 1. OOOE-30

9. 999E+03 1 . OOOE-30 No. of Data in the KI C Table = 2 Report No. 1600539.401RO B-15 l )slnlctuiVI IJJtegrlty Associates. 1nc.*

Crack Depth KIC 0.0000 200.0000

2. 0000 200.0000 Stress Corrosion Crack GrO\*lth Equation C = 2. 420E-07 2 .1 810 K Threshold = 0. 0000 Stress Corrosion Cracking (SCC) Crack GroHth LaH The Crack Gro~<th Rate in/h (or rn/h) is given by:

da/dt = c * (Krnax) 'n Hhere c , n = empirical constants da/ dt = 0 for Krnax < K Threshold messages/Warnings: Soluti on for Ri/t of 0. 2 and 0. 5 Hill be used Number of Warnings in Inputs: 0

- - - - - - - - - - ANALYSIS RESULTS - - -            - - - - - -

STRESS INTENSITY FACTORS Load Case # 1 : Pres

       ----- ------- Crack Dimensions ----- -------                   K at tips a/t         c/a c/a =              11.7647

0. 3400 4. 0000 0. 2394 1 1.7647 2. 2330 0.7366

0. 4400 5.1765 0. 3099 11.7647 2. 6731 0. 8553

0. 5400 6.3529 0. 3803 11.7647 3.1092 0. 9668

0. 6400 7. 5294 0. 4507 11.7647 3. 6043 1. 0759 0 . 7400 8 . 7059 0. 5211 11.7647 4.1356 1.1 831 0.8400 9. 8824 0. 5915 11.7647 4. 6826 1. 2884

0. 9400 11.0588 0. 6620 11.7647 5 . 3761 1.4035

1. 0400 12.2353 0. 7324 11.7647 6.1159 1. 5205 c/a = 12.7647

0. 3400 4. 3400 0. 2394 12.7647 2. 2445 0. 7129 0 . 4400 5. 6165 0. 3099 12.7647 2. 6914 0.8275

0. 5400 6 . 8929 0.3803 12.7647 3.1352 0.9349 0 . 6400 8.1694 0. 4507 12.7647 3. 64 05 1. 0388

0. 7400 9.4459 0 . 5211 12.7647 4 .1837 1.1 4 02 0.8400 10. 7224 0. 5915 12.7647 4. 7436 1.2394

0. 9400 11.9988 0 . 6620 12.7647 5 . 4398 1. 3444

1. 0400 13.2753 0. 7324 12.7647 6.1805 1. 4500 c/a = 13.7647

0. 3400 4. 6800 0. 2394 13.7647 2.2544 0. 6927 0 . 4400 6. 0565 0. 3099 13.7647 2. 7070 0.8037 0.5400 7.4329 0. 3803 13.7647 3.1575 0. 9076

0. 6400 8.8094 0. 4507 13.7647 3. 6715 1. 0071 0.7400 10. 1859 0. 5211 13.7647 4.2248 1.1035

0. 8400 11. 5624 0.5915 13.7647 4.7957 1.1976

0. 9400 12.9388 0. 6620 13.7647 5.4942 1.2938

1. 0400 14. 3153 0. 7324 13.7647 6.2357 1. 3897 c/a = 14.7647

0. 3400 5. 0200 0. 2394 14.7647 2. 2629 0 . 67 53 Report No. 1600539.401R~ B-16 e Stnlctural Integrity Associates, Inc!'

0. 4400 6. 4965 0. 3099 14.7647 2. 7205 0. 7831 0.5400 7 . 9729 0. 3803 14.7647 3.1767 0. 8840 0.6400 9. 4494 0 . 4507 14.7647 3. 6983 0.9797

0. 7400 10. 9259 0. 5211 14.7647 4. 2604 1.0718 0.8400 12.4024 0. 5915 14.7647 4.8407 1.1614 0.9400 13.8788 0. 6620 14.7647 5. 5413 1. 250 1 1.0400 15. 3553 0. 7324 14.7647 6. 2834 1. 3376 c/a= 15.7647

0. 3400 5. 3600 0. 2394 15.7647 2. 2703 0. 6600 0.4400 6. 9365 0. 3099 15.7647 2. 7324 0. 7651 0.5400 8. 5129 0. 3803 15.7647 3 . 1935 0 . 8634 0.6400 10.0894 0. 4507 15.7647 3. 7216 0. 9558

0. 7400 11. 6659 0. 5211 15.7647 4. 2914 1.0441 0.8400 13.2424 0. 5915 15.7647 4. 8800 1. 1 299 0.9400 14. 8188 0. 6620 15 .7647 5. 5823 1. 2120 1.0400 16. 3953 0. 7324 15.7647 6. 3251 1.2921 c/a = 16.7647 0.3400 5. 7000 0. 2394 16 .7647 2.2748 0. 6267 0 . 4400 7 . 3765 0. 3099 16 . 7647 2. 7378 0. 7265

0. 5400 9 . 0529 0 . 3803 16.7647 3.2000 0 . 8198 0.6400 10. 7294 0. 4507 16.7647 3. 7293 0. 9072

0. 7400 12.4059 0. 5211 16.7647 4. 3005 0. 9908

0. 8400 14. 0824 0. 59 1 5 16.7647 4. 8905 1. 0718 0.9400 1 5.7588 0 . 6620 16.7647 5. 5969 1.14 88 1.0400 17.4353 0. 7324 16.7647 6. 3443 1. 2238 c/ a = 17. 7 64 7 0.3400 6. 0400 0. 2394 17.7647 2. 2781 0. 5915 0.4400 7. 8165 0. 3099 17 .7 647 2. 7412 0. 6856

0. 54 00 9 . 5929 0. 3803 17.7647 3.2033 0.7736

0. 64 00 11. 3694 0. 4507 17.7647 3. 7324 0. 8562

0. 7400 13.1459 0. 5211 17.7647 4. 3032 0. 9350 0.8400 14. 9224 0. 5915 17 . 7647 4.8929 1.0115

0. 9400 16.6988 0. 6620 17.7647 5. 6035 1.0841

1. 04 00 18.4753 0. 7324 17.7647 6. 3562 1.1549 c/a= 18.7647 0.3400 6. 3800 0. 2394 18.7647 2 . 2811 0. 5599 0.4400 8. 2565 0. 3099 18.7647 2. 7443 0.6491 0.5400 10. 1 329 0. 3803 18.7647 ' 3.2063 0.7324

0. 64 00 12. 0094 0. 4507 18.7647 3. 7352 0. 8105 0.7400 13.8859 0. 5211 18.7647 4 . 3057 0. 8852 0.8400 15 .7624 0. 5915 18.7647 4. 8950 0 . 9576

0. 94 00 17 . 6388 0. 6620 18.7647 5. 6094 1. 0263

1. 0400 19.5153 0. 7324 18.7647 6. 3669 1. 0933 c/a = 19.7647

0. 3400 6. 7200 0. 2394 19 .7647 2.2838 0.5316 0 . 4400 8. 6965 0. 3099 19.7647 2.7470 0. 6162

0. 5400 10. 6729 0. 3803 19.7647 3.2089 0. 6954

0. 6400 12 .6494 0. 4507 19 . 7647 3. 7377 0. 7695

0. 7400 14 .6259 0. 5211 19.7647 4 . 3079 0.8404 0 . 8400 16.6024 0. 5915 19.7647 4. 8969 0. 9091 0.9400 18.5788 0. 6620 19.7647 5. 614 7 0.9744

1. 04 00 20.5553 0. 7324 19.7647 6.3765 1. 0380 Load Case # 2: Thermal max

    ------ ------ Crack Dimensions - ---------- -         K at tips a/t          c/a c/a  =       11.7647

0. 3400 4. 0000 0. 2394 11.7647 10. 5427 7. 6160

0. 44 00 5.1765 0. 3099 11.7647 9. 3196 8. 5825

0. 5400 6. 3529 0.3803 11.7647 7. 7110 9. 3948

0. 6400 7 . 5294 0. 4507 11.7647 6 . 0985 1 0.1096

0. 7400 8. 7059 0. 5211 11.7647 4.4077 10.7358

0. 8400 9. 8824 0. 59 1 5 11.7647 2. 6295 11.2786 e

0.9400 11. 0588 0. 6620 11.7647 0.8437 11.7745 Report No. 1600539.401RO B-17 Slnll:tunrlllllegrlly Associates. Inc.*

l. 0400 12 .2353 0. 7324 11.7647 -l. 0736 12.1977 cia= 12 . 7647 0.3400 4. 3400 0. 2394 12.7647 10. 6143 7 . 4073 0.4400 5. 6165 0. 3099 12. 764 7 9. 4 15 9 B. 3584 0.5400 6. 8929 0. 3803 12.7647 7. 8257 9.1632 0.6400 B . 1 694 0. 4507 12.7647 6.2284 9.8660

o. 7400 9.4459 0. 5211 12.7647 4.5428 1 0.4800 0.8400 10.7224 0. 5915 12.7647 2. 7579 11. 0139 0 . 9400 11. 9988 0. 6620 12.7647 0. 9352 11.4945 1.0400 13.2753 0. 7324 12.7647 - l. 0198 11. 9073 cia= 13 . 7647 0.3400 4. 6800 0. 2394 13.7647 10 .6 755 7. 2290 0.4400 6. 0565 0. 3099 13.7647 9. 4 982 B . 1 669 0 . 5400 7.4329 0.3803 13.7647 7. 9237 B. 9652

0. 6400 B. 8094 0. 4507 13.7647 6. 3393 9 . 6577 0 . 7400 10.1859 0. 5211 13.7647 4. 6583 10.2613

0. 8400 11. 5624 0. 5915 13.7647 2. 8676 1 0.7876

0. 9400 12. 9388 0. 6620 13 .7647 1 . 0135 11. 2551

l. 04 00 14. 3 1 53 0.7324 13.7647 - 0.9738 11.6591 cia= 14.7647

0. 34 00 5. 0200 0.2394 14 . 7647 10.7284 7. 0748 0.4400 6. 4965 0. 3099 14.7647 9. 5693 B. 0013

0. 54 00 7. 9729 0. 3803 14.7647 B. 0084 B. 7940

0. 64 00 9. 4494 0. 4507 14.7647 6.4353 9.4776

0. 7400 10. 9259 o. 5211 14.7647 4. 7582 10 . 0723 0.8400 12.4024 0. 5915 14.7647 2. 9625 10. 5920

0. 9400 13.8788 0. 6620 14 . 7647 l. 08 11 11.0482

l. 0400 15.3553 0. 7324 14.7647 -0.9340 11 . 4445 cia = 15.7647 0.3400 5. 3600 0 . 2394 15.7647 10. 7746 6. 9402 0.4400 6. 9365 0. 3099 15.7647 9. 6314 7 . 8568 0.5400 B. 5129 0. 3803 15.7647 8 . 0824 B. 6446 0.6400 10.0894 0.4507 15.7647 6.5190 9. 3204

0. 7400 11. 6659 0. 5211 15.7647 4. 8454 9. 9072 0.8400 1 3.2424 0 . 5915 15.7647 3 . 0453 10. 4212 0.9400 14. 8 1 88 0. 6620 15.7647 1.1402 10.8675 1.0400 16.3953 0. 7324 15 . 7647 -0.8993 11.2571 cia = 16.7647

0. 3400 5 . 7000 0. 2394 1 6.7647 10.7979 6.5957

0. 4400 7.3765 0. 3099 16.7647 9. 6516 7.4684 0.5400 9 . 0529 0. 3803 16.7647 8.0975 B. 2193

0. 6400 10.7294 0.4507 16.7647 6. 5299 B. 8627

0. 7400 12.4059 0. 5211 16.7647 4. 8525 9. 4211 0 . 84 00 14 . 0824 0. 5915 16.7647 3. 0492 9. 9105

0. 94 00 15.7588 0. 6620 16 .764 7 1. 1387 1 0.3343

l. 04 00 17 . 4353 0. 7324 16.7647 -0. 9098 10.7048 cia= 17.7647

0. 3400 6. 0400 0 . 2394 17 . 7647 10.8135 6. 2245

0. 4400 7. 8165 0. 3099 17 .7647 9. 6595 7.0480 0.5400 9 .5929 0. 3803 17.7647 B. 0964 7. 7566

0. 64 00 11. 3694 0. 4507 17 . 7647 6. 5212 B. 3638

0. 7400 13. 1459 0. 52 11 17.7647 4. 8387 B. 8908 0.8400 14. 9224 0. 5915 17 . 7647 3. 0327 9. 3526 0.9400 16 . 6988 0. 6620 17.7647 1.1217 9. 7526 1.0400 18.4753 0 . 7324 17.7647 - 0. 9312 10.1022 cia = 18.7647 0.3400 6. 3800 0. 2394 18.7647 10.8275 5.8928 0.4400 B. 2565 0. 3099 18.7647 9 . 6665 6. 6724

0. 5400 10.1329 0. 3803 18.7647 B. 0954 7. 3432

0. 64 00 12. 0094 0. 4507 18.7647 6. 5135 7. 9181

0. 7400 13.8859 0. 5211 18.7647 4.8263 B. 4170 0.8400 15.7624 0. 5915 18.7647 3. 0178 B. 8542 Report No. 1600539.401RO B-18 !S)s~roc:tum Integrity Associates, 1nc.*

0 . 9400 17 .6388 0. 6620 18.7647 1.1066 9.2329

1. 0400 1 9.5153 0. 7324 18.7647 - 0. 9502 9. 5638 c/a = 19.764 7 0 . 3400 6.7200 0. 2394 19.7647 10 . 8401 5. 5946 0.4400 6. 6965 0. 3099 19.7647 9. 67 28 6.3348 0.5400 1 0.6729 0.3803 19.7647 8 . 0945 6. 9717 0.6400 12.6494 0. 4507 19.7647 6. 5065 7 .5 175

0. 7 400 14. 6259 0. 5211 19.7647 4. 8151 7. 9911 0 . 6400 16.6024 0. 5915 19.7647 3 . 0045 8. 4062 0 . 9400 16.5788 0. 6620 19.7647 1. 093 1 8. 7657 1.0400 20. 5553 0. 7324 19.7647 -0.9673 9.0800 Load Case # 3: DW

     ------------ Crack Dimensions ------------            K at tips a/t       c/a c/a=           11.7647 0.3400           4 . 0000  0.2394   11.7647     0.1382        0. 0446 0 . 4400         5.1765    0. 3099  11.7647     0.1662        0 . 0519 0.5400           6. 3529   0.3803   11.7647     0. 1 941      0. 0587 0 . 6400         7. 5294   0.4507   11.7647     0. 2257       0. 0654

0. 7400 8. 7059 0. 5211 11.7 647 0. 2596 0. 0720

0. 6400 9.8824 0. 5915 11.7647 0. 294 9 0.0785

0. 9400 11 . 0588 0. 6620 11.7647 0. 3394 0. 0857

1. 04 00 12. 2353 0. 7324 11.7647 0. 3871 0. 0930 c/ a = 12 . 7 64 7

0. 34 00 4. 34 00 0.2394 12 .7647 0. 1 389 0. 0432 0.4400 5. 6165 0.3099 12.7647 0.1673 0. 0502

0. 5400 6. 8929 0.3803 12.7647 0.1957 0. 0568 0.6400 8. 1694 0.4507 12 .7647 0.2260 0. 0632 0 . 7400 9.4459 0 . 5211 12.7647 0. 2626 0. 0694 0.8400 10. 7224 0.5915 12.7647 0.2987 0. 0755 0.9400 11.9988 0 . 6620 12.7647 0 .3434 0.0620 1.0400 1 3.2753 0. 7324 12.7647 0. 3912 0. 0686 c/a = 1 3 .7 647

0. 3400 4. 6800 0 . 2394 13.7647 0 . 1395 0. 0420 0.4400 6 . 0565 0. 3099 13.7647 0.1683 0.048 7 0 . 5400 7 . 4329 0. 3803 13.7647 0. 1971 0. 0551 0.6400 8. 8094 0.4507 13.7647 0. 2299 0. 0612 0 . 7 400 10.1859 0. 52 11 1 3.7647 0.2653 0. 0671 0.6400 11 .5624 0. 5915 13 .7 647 0. 3020 0.0729 0.9400 12. 9368 0. 6620 1 3.7647 0.3469 0.0789

1. 0400 1 4. 3153 0. 7324 13 .7 647 0 . 3947 0. 0846 c/a = 14.7647 0.3400 5. 0200 0. 2394 14 . 7647 0 . 1400 0. 04 09 0.4400 6.4965 0. 3099 14.7647 0.1691 0 . 04 7 5 0.5400 7. 9729 0. 3803 14.7647 0.1983 0. 0537

0. 6400 9.4494 0. 4507 14.7647 0. 2316 0. 0595 0 . 7400 10. 9259 0. 5211 14.7647 0. 2676 0 . 0652 0.8400 12.4024 0. 5915 14.7647 0.3048 0 . 0707 0.9400 13. 87 6 8 0 . 6620 14.7647 0.3498 0. 0762

1. 0400 15. 3553 0. 7 324 14.764 7 0. 3977 0. 0816 c/a = 15. 7647

0. 3400 5 . 3600 0. 2394 15.7647 0.1405 0.0400 0.4400 6. 9365 0. 3099 15.7647 0.1699 0. 0464 0 . 5400 8. 5129 0. 3803 15.7647 0. 1 993 0. 0524 0 . 6400 10 . 0894 0. 4507 15.7647 0. 2330 0. 0581

0. 7400 11.6659 0. 5211 1 5.764 7 0.2695 0. 0635 0.8400 13.2424 0. 5915 15.7 647 0. 3073 0. 0688 0.9400 14 . 8 1 88 0. 6620 1 5.7647 0.3524 0. 0738

1. 0400 16.3953 0. 7 324 15.7647 0.4003 0.0788 c/a = 16.7647 0.3400 5. 7000 0. 2394 16.7647 0.1408 0. 0380 Report No. 1600539.401RO B-19 SJstnlctuiVI llllefrlly Associales, Inc!'

0. 4400 7 . 3765 0. 3099 16.7647 0. 1702 0.0440

0. 5400 9. 0529 0. 3803 16.7647 0 . 199 7 0. 04 97

0. 6400 10 . 7294 0. 4507 16.7647 0. 2335 0 . 0551

0. 7400 12.4059 0. 5211 16.7647 0.2701 0. 0602 0.8400 14. 0824 0. 5915 16.7647 0.3079 0 . 0652 0.9400 15.7588 0. 6620 16 .7647 0. 3533 0. 0700

1. 0400 17. 4353 0. 7324 16 .7647 0. 4015 0. 074 6 c/a = 17.7647

0. 3400 6. 0400 0. 2394 17.764 7 0.1410 0 . 0358 0.4400 7. 8165 0. 3099 17.7647 0.1704 0.0416 0.5400 9.5929 0.3803 17.764 7 0. 1999 0.0469 0.6400 11. 3694 0.4507 17.7647 0. 2337 0.0520 0 . 7400 13 .145 9 0 . 5211 17.7647 0.2702 o. 0568 0.8400 14 . 9224 0. 5915 17 .7647 0. 3081 0. 0615

0. 9400 16.6988 0. 6620 17.7647 0 . 3537 0. 0660

1. 0400 18.4753 0. 7324 17 .7647 0. 4023 0. 0704 c/a = 1 8.7647

0. 3400 6.3800 0. 2394 18.7647 0 . 1412 0. 0339 0.4400 8. 2565 0. 3099 18.7647 0 . 1706 0.0393 0.5400 10.1329 0.3803 18.7647 0.2001 0 . 0444 0.6400 12. 0094 0.4507 18.7647 0.2339 0. 04 92

0. 7400 13.8859 0. 52 11 18.7647 0.2704 0 . 0538 0.8400 15.7624 0. 5915 18.7647 0. 3082 0. 0583

0. 9400 17 .6388 0 . 6620 18.7647 0. 3541 0. 0625

1. 0400 19. 5153 0. 7324 18.7647 0. 4029 0. 0667 c/a = 19.7647 0.3400 6.7200 0. 2394 19.7647 0.1413 0. 0322 0.4400 8 . 6965 0. 3099 19.7647 0.1708 0. 0374 0.5400 10.6729 0. 3803 19.7647 0 . 2003 0 . 0422 0 . 6400 12 .64 94 0. 4507 19.7647 0.2340 0. 0467

0. 7400 14 .6259 0. 5211 19 . 7647 0 . 2705 0. 0511 0.8400 16 . 6024 0. 5915 19.7647 0.3083 0 . 0553

0. 9400 18 .5788 0. 6620 19.7647 0. 3544 0. 0594 1 . 0400 20. 5553 0. 7324 19.7647 0. 4036 0. 0633 Load Case # 4: CrkFacePressure

    ------------ Crack Dimensions - - ----------         K   at tips a/t

c/a cia= 11.7647 0.3400 4. 0000 0. 2394 11.7647 1. 2229 0 . 3950 0.4400 5. 1765 0. 3099 11.7647 1. 4 708 0. 4592

0. 5400 6. 3529 0. 3803 11 . 7647 1. 7176 0. 5197

o. 6400 7. 5294 0. 4507 11.7647 1. 9977 0.5791

0. 7400 8. 7059 o. 5211 11.7647 2. 2989 0.6375 0 . 8400 9. 8824 0. 5915 11.7647 2_. 6099 0. 6951 0.9400 11. 0588 0. 6620 11 . 7647 3. 0039 0. 7 583 1.0400 12.2353 0 .732 4 11.7647 3. 4258 0. 8227 c/a = 12 . 7647 0.3400 4 . 3400 0. 2394 12.7647 1. 2292 0. 3823 0.4400 5 . 6165 0. 3099 12.7647 1.4808 0. 4442 0.5400 6 . 8929 0. 3803 12.7647 1. 7319 0. 5024

0. 6400 8. 1694 0. 4507 12.7647 2. 0176 0. 5589 0 . 7400 9.4459 0. 5211 12.7647 2. 3254 0. 6142 0 .8400 10. 7224 0. 5915 12.7647 2. 6436 0. 6684 0 . 9400 11. 9988 0. 6620 12.7647 3. 0393 0.7259 1.0400 13 . 2753 0. 7324 12.7647 3. 4618 0. 7840 c/a= 13.7647 0.3400 4. 6800 0. 2394 13.7647 1. 2345 0. 3714 0.4400 6. 0565 0.3099 13.7647 1.4894 0. 4313 0.5400 7. 4329 0. 3803 13.7647 1. 7441 0.4876

o. 6400 8. 8094 0.4507 13.7647 2. 034 7 0 . 5417 0.7400 10 . 1859 0. 5211 13.76 4 7 2.3481 0. 5942 0.8400 11 . 5624 0. 5915 13.7647 2. 6725 0. 6455 0.9400 12. 9388 0. 6620 13.7647 3. 0695 0. 6982 Report No. 1600539.401RO B-20

1. 0400 14. 3153 0. 7324 13.7647 3. 4 925 0.7509 c/a= 14.7647 0 . 3400 5.0200 0.2394 14 . 7647 1 . 2392 0. 3620 0.4400 6. 4 965 0 . 3099 14.7647 1. 4967 0. 4202 0.5400 7 . 9729 0.3803 14 . 7647 1.7546 0.4748 0.6400 9 . 4494 0.4507 14.7647 2.0494 0 . 5267 0 . 7400 10.9259 0. 5211 14 . 7647 2.3677 0 . 5769 0.8400 12.4024 0 . 5915 14.7647 2.6974 0 . 6258 0 . 9400 13.8788 0. 6620 14.7647 3 . 0956 0. 6743

1. 0400 15. 3553 0. 7324 14.7647 3 . 5191 0. 7223 c/a= 15.7647 0.3400 5 . 3600 0 . 2394 15.7647 1.2432 0. 3537 0 . 4400 6.9365 0. 3099 15 . 7647 1. 5032 0 . 4105 0.5400 8. 5129 0 . 3803 15.7647 1. 7638 0. 4636 0.6400 1 0. 0894 0 . 4507 15 . 7647 2 . 0623 0 . 5137 0.740 0 11.6659 0. 5211 15.7647 2. 384 9 0. 561 8

0. 84 00 13.2424 0. 5915 15.7647 2. 7192 0. 6085

0. 94 00 1 4.8188 0 . 6620 15 . 7647 3 . 1184 0 . 6534

1. 04 00 16. 3953 0 . 7324 15 . 7647 3 . 5423 0.6973 c/a = 16 . 7647 0 . 3400 5. 7000 0.2394 16.7647 1. 2457 0. 3359 0 . 44 00 7. 3765 0. 3099 16.7647 1. 5062 0.3897 0 . 5400 9. 0529 0.3803 16.7647 1. 7674 0 . 4402 0 . 64 00 10 . 7294 0 . 4507 16.7647 2 . 0665 0 . 4876

0. 7400 12 . 4059 0. 5211 16.7647 2. 3899 0. 5330 0.8400 14 . 0824 0 . 5915 16.7647 2. 7250 0. 5772 0 . 94 00 15 . 7588 0.6620 16 . 7647 3.1266 0 . 6 1 92 1.0400 17 . 4353 0. 7324 16.7647 3 . 5531 0. 6603 c/a = 17.7647 0 . 34 00 6 . 040 0 0.2394 17.7647 1. 24 7 5 0 . 3 1 70 0 . 4400 7 . 8165 0. 3099 1 7.7647 1. 5081 0 . 3678

0. 54 00 9 . 5929 0 . 3803 17.7647 1.7692 0 . 4154 0 . 6400 11 . 3694 0. 4507 17.7647 2 . 0683 0 . 4 602 0 . 7400 13.1459 0. 5211 17.7647 2. 39 1 5 0. 5030 0 . 8400 14 . 9224 0. 5915 17.7647 2. 7264 0 . 5447

0. 94 00 16 . 6988 0 . 6620 17 . 7647 3.1303 0. 5844

1. 0400 18.4753 0. 7324 17.7647 3. 5598 0 . 6231 c/a = 18 . 7647 0 . 3400 6 . 3800 0. 2394 1 8 . 7647 1.2491 0 . 3001 0.4400 8 . 2565 0 . 3099 18.7647 1.5098 0 . 3482 0.5400 10.1329 0. 3803 18 . 7647 1. 7709 0. 3933 0.6400 12 . 0094 0 . 4507 1 8.7647 2. 0698 0. 4356

0. 7400 13.8859 0. 5211 18.7647 2 . 3929 0. 4762 0.8400 15.7624 0 . 5915 1 8 . 7647 2. 7276 0. 5157 0 . 9400 17.6388 0 . 6620 18 . 7647 3 . 1 336 0. 5532

1. 0400 19 . 5153 0. 7324 1 8 . 7647 3. 5658 0 . 5899 c/a = 19.7647 0 . 3400 6. 7200 0. 2394 19 . 7647 1. 2506 0. 2849 0.4400 8. 6965 0 . 3099 19.7647 1.5113 0. 3306 0 . 5400 10.6729 0. 3803 19.7647 1. 7724 0.3734 0.6400 12 . 6494 0 . 4507 19 . 7647 2 . 0712 0.4136

0. 7400 14. 6259 0. 5211 19 . 7647 2.394 1 0 . 4521 0.8400 16. 6024 0. 5915 19.7647 2 . 7287 0. 4896 0 . 9400 18.5788 0. 6620 19.7647 3 . 1 366 0. 5252 1.0400 20.5553 0 . 7324 19.7647 3 . 5 71 2 0 . 5601 Load Case # 5: Thermal min

    - -- --------- Crack Dimensions - - - - -- -- --- -           K   at tips a/t             c/a c/a=          11.7647 0.3400           4. 0000   0 . 2394      11.7647    - 26 . 5825       - 12 . 0951 0.4400           5 . 1765  0 . 3099      11.7647    -28.9648          -13 . 8389 Report No. 1600539.401RO                                                      B-21       IJStntctunrlllllegrlty Associales.tnc.*

0. 5400 6. 3529 0. 3803 11.7647 -30.8671 -1 5.3982 0.6400 7. 5294 0. 4507 11 . 7647 -33.0917 -1 6.8576 0 . 7400 8. 7059 0 . 5211 11.7647 -35 .3854 -18.2262

0. 8400 9.8824 0. 59 15 11.7647 -37 .576 5 -1 9.5069 0.9400 11. 0588 0 . 6620 11.7647 -40.7151 -20. 8232 1.0400 1 2.2353 0. 7324 11.7647 -43.9229 -22.0875 c/a= 12.7647 0.3400 4. 3400 0. 2394 1 2 .7 647 - 26.7336 - 11.7348 0.4400 5. 6 1 65 0. 3099 1 2. 7 647 -29.1903 - 1 3.43 19 0.5400 6.8929 0. 3803 1 2.764 7 -31 . 1 682 -14 .952 1 0.6400 8. 1694 0. 4507 12 . 7647 -33.4846 -16 . 3603

0. 7400 9.4459 0. 5211 1 2 . 764 7 - 35.8740 -17 .6730 0.8400 10.7224 0. 5915 12.7647 -38.1566 -18.8996

0. 9400 11.9988 0. 6620 12.7647 -41.2803 -20.1244

1. 0400 13.2753 0. 7324 1 2.7647 - 44.4571 -21.2935 c/a= 13 .7647 0.3400 4. 6800 0. 2394 13.7647 -26.8627 -11 .4270

0. 4400 6 . 0565 0 . 3099 13.7647 -29.3829 -13.0840 0.5400 7. 4329 0. 3803 13.7647 - 3 1 . 4255 -14 .5 708

0. 6400 8. 8094 0 . 4507 13.7647 -33. 8204 - 1 5.9353

0. 7400 10.1859 0. 5211 1 3.7647 -36.2916 -17 . 2 002 0 . 8400 11.5624 0. 5915 1 3.7647 -38.6524 -18 .3805 0 . 9400 12. 9388 0. 6620 13 .76 47 -41.7633 -19 .5271

1. 0400 14 . 3153 0.7324 13 . 7647 -44.9136 - 20. 6 1 50 c/a = 14.7647 0.3400 5 .0 200 0. 2394 14.7647 - 26.9744 -1 1.1608

0. 4400 6.4965 0.3099 14 . 7647 -29 .5495 -12 .7832

0. 5400 7.9729 0.3803 14.7647 -31.6479 - 1 4.24 1 2 0.6400 9. 44 94 0.4507 14.7647 - 34 .1108 -1 5.5678

0. 7400 10.9259 0. 5211 14.7647 - 36. 6527 -16.7915 0.8400 12.4024 0. 5915 14 .76 47 - 39. 08 11 -1 7 .93 1 8

0. 9400 13 .878 8 0. 6620 14.7647 - 42.1810 -1 9.0108 1.0-ioo 15.3553 0. 7324 14.7647 -45 .308 4 -20 . 0283 '

c/a= 15.7647 0.3400 5.3600 0. 2394 15.7647 - 27. 0719 -10.9284 0.4400 6. 9365 0. 3099 15 .7647 - 29.6949 -12.5206 0.5400 8. 5129 0 . 3803 15.7647 - 31.8421 -13.9534

0. 6400 10.0894 0. 4507 15 . 7647 - 34 . 3643 -15 . 2469

0. 7400 11.6659 0. 5211 15.7647 - 36.9679 -1 6.4346

0. 8400 13.2424 0. 5915 15.7647 -39.4554 -17. 5400

0. 9400 14. 8188 0 . 6620 15.7647 -42. 5456 - 18.5599 1.0400 16 .395 3 0.7324 15.7647 -45.6530 -19 .51 60 c/a = 16.7647

0. 3400 5. 7000 0. 2394 16.7647 - 27.1270 -10 . 3818 0 . 4400 7. 3765 0. 3099 16.7647 -29.7552 -11.8951

0. 5400 9. 0529 0. 3803 16 . 7647 -31. 9058 -13.2573

0. 6400 10. 7294 0.4507 16.7647 - 34 . 4334 -14.4850

0. 7400 12.4059 0. 5211 16.7647 -37. 0434 -15 .6110 0 .8 400 14. 0824 0. 5915 1 6.7647 -39.5374 -1 6.6587

0. 9400 15.7588 0. 6620 16.7647 - 42. 6516 -17 .6199

1. 0400 17. 4353 0. 7324 16.7647 -45.7838 -18.5197 c/a = 17. 7647 0.3400 6.0400 0. 2394 17.7647 - 27.1670 -9.7974

0. 4400 7. 8165 0. 3099 17 . 7647 -29.7891 - 11.2255 0.5400 9.5929 0. 3803 17.7647 - 31. 9312 -1 2.5111

0. 6400 11.3694 0. 4507 17 . 764 7 - 34.4499 -13 . 6696 0 . 7400 13.1459 0. 5211 17.7647 -37.0517 -14.7322 0 . 8400 14. 9224 0. 5915 17 . 7647 -39. 5383 - 15 .72 10 0 . 9400 16. 6988 0. 6620 17.7647 -42.6832 - 1 6.6281 1.0400 18.4753 0.7324 17 . 7647 -45.8498 -17.4772 c/a = 18.7647 0.3400 6. 3800 0.2394 18.7647 - 27.2027 -9.2753 Report No. 1600539.401RO B-22 l}Slnlctunrllntegrtty Associates, Inc.*

0 04400 8 02565 Oo3099 18 o7647 -29 0 8193 -10o 6273 Oo5400 10 o1329 Oo3803 18o7647 - 31o 9538 -11. 8443 Oo6400 12 0 0094 Oo450 7 18o7647 - 34o4646 -1209411 Oo7400 13 0 8859 Oo 5211 18o7647 -37 0 0590 -13 9471 0 0 0 8400 15o 7624 0 05915 18 o764 7 - 39o5392 -1 4 o8832 0 09400 17o6388 0 0 6620 18o7647 -42 07114 -15 07419

1. 0400 1 9 05153 Oo7324 1 8o7647 -45 0 9087 -16o 5458 c/a= 1 9o7647 Oo3400 6o 7200 0 02394 19o 7647 -27 02348 - 8 0 8060 Oo4400 8 0 6965 0 03099 19o 7647 - 29o8464 -1 0 00896 Oo5400 1 0 6729 0 Oo3803 19 o7647 -31.9742 -1102 451 0 0 6400 12o6494 0 04 507 19 o7647 - 34o4779 -12 o2864 0 07400 1 4o6259 0 052 11 19 o7647 -37 0 0657 -13o24 14 Oo8400 16o6024 0 0591 5 190 7647 -39 0 5399 -14 o1 302 0 09400 1 8o5788 0 0 6620 19o 7647 -42 07367 -1 4 09455

1. 0400 20 05553 0 07324 19 o7647 -45o 96 1 6 -15 07087 Load Case # 6: Residua l 70

     ------------ Crack Dimensions --------- - --            K at tips a/t        c/a c/a   =       11 0764 7 Oo3 400         4 0 0000  Oo2394   11.7647       - 2 00065     10o0647 Oo4400          5 o1 765  0 03099  1 1. 7647     -8 o7549      1 0o 9714 Oo5400          6 0 3529  0 03803  11.7647     -14 0 8487      110 5877 0 0 6400        7 0 5294  0 04507  1 1. 7647   -190 87 1 6     12 0 0109 Oo7400          8 0 7059  Oo 5211  110 7647    -23 04902       12 o2739 Oo8400          9o8824    0 05915  11 o7647    -25 03235       12 04025 Oo9400        110 0588    0 0 6620 11o 7647    -25 0 838 1     12 03642 1.0400        12 02353    0 07324  11.7 647    -24 o140 1      12 02159 c/ a  =       12 7 64 7 o

Oo3400 4o3400 0 02394 12o7647 -1.9747 9o8426 Oo4400 50 6 1 65 0 03099 12o7647 -8 07415 10 o7673 Oo5400 6 0 8929 0 03803 12o7647 -140 8700 11.4176 0 0 6400 8 01 694 Oo4507 12o7647 -1 9 09535 110 8728 Oo 7400 9o4459 0 05211 12o7647 -23 0 6582 12 01 682 Oo 8400 10 0 7224 0 05915 12 07647 - 25 05922 1 2o33 1 6 Oo9400 11o 9988 0 0 6620 12 07647 -26 o1467 1 2o3464 1.0400 13o2753 0 07324 1 2 0764 7 - 24 04566 12 2571 0 c/a = 13o7647 Oo 3400 4 0 6800 0 02394 13o7647 - 1.9475 9 0 6528 Oo 4400 6 0 0565 0 03099 13 7647 0 -8 0730 1 10 05930 Oo5400 7 04329 Oo3803 13 07647 -14o8881 11 o2722 0 0 6400 8 0 8094 Oo 4507 13 07647 - 20 00236 11 o7547 Oo7400 1 0 0 1859 Oo 5211 1 3 o7647 -23 0 8018 1 2 0 0779 Oo8400 110 5624 Oo 5915 1 3o 7 64 7 - 25 0 8219 12 2 71 0 0 0 0 9400 12 0 9388 0 0 6620 1 3o7647 -26o 4105 12 03312

1. 0400 14 0 3153 0 07324 1 3o7647 - 24 7271 0 12 02923 c/a = 14o7647 Oo3400 5o0200 0 02394 14o7647 - 1. 9239 9o 4887 0 04400 6 0 4965 0 03099 14o7647 - 8 07202 1 0 0 4422 Oo5400 7 0 9729 0 03803 14o7647 - 14 0 9039 11.1 465 Oo 6400 9 04494 Oo450 7 14 07647 - 20 0 084 1 11 0 6526 0 07400 1 0 0 9259 Oo 52 11 14o7647 -23 0 9259 11. 9998 Oo8400 1 2o4024 0 059 15 14o7647 - 26o0205 1 2 02 18 6 0 09400 13 8788 0 Oo 6620 1 4 o7 647 -26o 6385 12 03181

1. 0400 1 5 0 3553 0 07324 14o7647 - 24 0 9609 1203227 c/a = 1 5o7647 Oo 3400 50 3600 0 02394 150 7647 -1.9034 9 03454 Oo 4400 6 0 9365 0 03099 15o 7647 - 8 07116 10 03105 Oo5400 8 05129 Oo3 803 15o7647 -14o9176 11. 036 8 Oo 6400 10 0 0894 0 04507 15o7647 -20 o1370 1 1.5 634 Oo 7400 11 o 6659 0 05211 15o7647 - 24 0 0343 110 93 1 6 0 0 8400 1 3 02424 0 05915 15o 7647 - 26o 1939 12 01 728 0 0 9400 14o8188 0 0 6620 15o 7647 -26 o8376 12 03067 Report No. 1600539.401RO B-23 e structunri/Riegrlly Associates. Inc.*

1. 0400 16.3953 a. 7324 15.7647 -25.1651 12.3492 c/a = 16.7647 0.3400 5. 7aoo a. 2394 16.7647 -1.9027 8 . 8895

0. 4400 7. 3765 a. 3a99 16.7647 -8.7283 9. 81 3a

0. 5400 9. a529 0.3803 16.7647 - 14.9531 1a. 51a6 0.6400 10.7294 0.4507 16.7647 -20.1863 11.0175

0. 7400 12.4059 0. 5211 16.7647 -24. 0904 11.3732 0.8400 14. a824 a. 5915 16 .7647 - 26.2478 11. 6a81 0.9400 15.7588 a. 6620 16.7647 -26. 9a7a 1 1. 7429 1.0400 17.4353 0. 7324 16.7647 -25.2465 11.7914 c/a = 17.7647 0.3400 6.a400 a. 2394 17.7647 -1. 9a71 8. 3891

0. 4400 7. 8 1 65 a. 3099 17.7647 -8.7503 9.26a6 0.5400 9. 5929 a. 38a3 17. 764 7 -14 .9914 9. 919a

0. 6400 11.3694 a. 4507 17. 764 7 - 20 . 2309 10.3973 0.7400 13 . 1459 a. 5211 17.7647 - 24.1287 1 0.7330

a. 84aO 14 . 9224 a. 5915 17 . 7647 - 26.267a 1 a. 9546 a.94aa 16. 6988 a. 662a 17.7647 -26.9378 11. a819

1. 04aO 18.4753 a. 7324 17.7647 - 25.2901 11. 1 277 c/a = 18.7647

0. 3400 6 . 38aa 0. 2394 18.7647 -1.9110 7. 942a a.44aO 8. 2565 a. 3a99 18 .7647 -8.7699 8 . 7671 a . 5400 1a . 1329 a. 3803 18.7647 -15 . a256 9. 39a4 a.64aO 12. aa94 0. 45a7 18 .7647 - 20 . 2707 9. 8432

a. 74aa 13.8859 a. 5211 18.7647 - 24. 1629 1 a.16 1 a a.84aa 1 5.7624 a. 5915 18.7647 -26.2841 10.3708

0. 940a 17.6388 a. 662a 18 .764 7 -26.9653 1 a. 4913

1. a4aO 19. 5153 a . 7324 18 .76 47 -25. 3291 1a. 5347 c/a = 1 9.7647 0.3400 6. 7200 0. 2394 19.7647 -1.9145 7 .54a2

a. 44aa 8. 6965 a. 3099 19 .7647 -8 .78 7 6 8 . 3235 0.540a 1a. 6729 a. 3803 19.7647 -15 . a564 8. 9153

0. 6400 12.6494 0 . 4507 19 .7647 - za. 3065 9. 3452

a. 74aa 14. 6259 a. 5211 1 9.7647 - 24.1937 9. 6469 a.8400 16. 6a24 a. 5915 19.7647 - 26.2995 9. 8461

a. 94 oa 18.5788 a. 662a 19.7647 - 26. 990a 9. 96a5

1. 04 00 20. 5553 a. 7324 19.7647 - 25. 3642 1 a. aa17 CRACK GROWTH ANALYSIS RESULTS Total Subblock cycl es Cycl es DaDn

  / Time                 / Time      Kmax            Kmin        DeltaK        / DaDt   Crack Dimensions a/t c/a Bl ocks:

876. ooao 876. aaoo 13.3166 -24 . a236 37.3403 5 .125E-a5 0. 384 6 0.2708 22.2013 a. 24 7 9 21.9534 9. a55E-06 4. 0068 10 .418 1 17 52. aaaa 876. aaaa 9. 3a91 -1 6. a772 25.3863 1. 435E-05 0. 3972 a. 2797

19. 9642 4. 6a55 15. 3588 3. 915E-a6 4. a1a 1 1 a. a965 35a4. aaaa 1752. aaaa 6.28a8 - 8.4624 14.7432 2.387E-06 0. 4014 a.2826 17 .6278 8. 6234 9. aa44 9. a22E-07 4. 0116 9 . 9951 876a. ooao 5256 . oaoa 4. 9315 - 5 . 5164 1 0.4479 7.661E- 07 0. 4054 0. 2855

16. 7391 1a. 30aa 6. 4391 3. 344E-a7 4. a134 9. 9001

1. 927E+a4 1. 051E+a4 3 . 6677 -2.1154 5. 7831 1.088E- 07 a. 4065 a. 2 863 15.6694 12. a961 3. 5733 5. 454E-08 4. 0139 9. 8736

2. 015E+04 876 . 0000 2. 8a63 0. 3811 2.4252 7. 751E-09 a . 4 065 0. 2863 1 4.8762 13 .3777 1.4985 1 .1 05E-08 4. a139 9. 8735 2 .1a2E+04 876. oaoo 2. 3758 1. 6296 0 . 7462 2. 9a2E-10 a . 4065 0 . 2863 1 4.4795 14. 0184 0.4611 2.20aE-24 4. 0139 9.8735 2 .1 75E+a4 730.aaao 9 . 665 1 3. 4a8E-a5 0.4373 0. 3079 24.a186 2. 482E-a4 4. 1 887 9.579 1 Blocks:

2. 263E+04 876.aooa 6. 5663 - 3a. 3 149 36 . 8812 4.92aE-05 a.4813 0 . 339a 25 . 6694 -0. 6622 26 . 3317 1. 619E-05 4. 2a11 8. 7279 Report No. 1600539.401RO B-24 S)stmcturaiiRtefrlly Associates, Inc.*

2. 351E+04 876.0000 3 . 1881 -21.7783 24.9664 l.358E-05 0 . 4933 0 . 3474 22.8492 4. 5509 18 . 2984 6 . 703E-06 4. 206B 8. 5274 2.526E+04 1752 . 0000 0 . 6951 -13 . 7848 14.4799 2.249E-06 0. 4973 0. 3502 20 . 0569 9. 3535 10 . 7034 1. 558E-06 4.2095 8. 4651

3. 051E+04 5256 . 0000 - 0.2117 -10.4773 10.2656 1. OOOE-30 0. 4 973 0. 3502 18.8789 11.2940 7 . 5849 5.655E-07 4. 2124 8. 4 710 4 . 103E+04 l. 051E+04 -1.1985 - 6.8814 5 . 6830 1. OOOE-30 0 . 4973 0. 3502 17.6022 13.4039 4.1984 9.210E-08 4. 2134 B. 4730 4 . 190E+0 4 876.0000 -1.9093 -4.2924 2. 3832 1. OOOE-30 0 . 4973 0. 3502 16.6841 1 4. 9235 l. 7606 l. 787E-08 4 . 2134 B. 4730 4 . 27 8E+04 876.0000 -2.2647 -2.9979 0 . 7333 l. OOOE-30 0.4973 0. 3502 16.2250 15 . 6833 0.5417 5 . 441E-24 4 . 2134 B. 4730

4. 351E+04 730.0000 5.1764 8. 732E-06 0.5040 0 . 3550 26.0047 2. 952E-04 4.430B B. 7905 Blocks:

4. 438E+04 876.0000 2. 4621 -33.7303 36.1924 4. 623E-05 0. 5459 0 . 3B44

27. 3602 -1.4152 28.7754 2.170E-05 4. 4479 B. 147B 4 . 526E+04 876.0000 -1. 852E-04 -24 . 5612 24.5610 l.OOOE-30 0. 5502 0 . 3B75

24. 0231 4. 3302 19.6929 8.305E-06 4.4551 B. 0973 4 . 701E+04 1752.0000 -1.9542 -16.2236 14.2694 l. OOOE-30 0. 5502 0. 3B75 20.9366 9. 5011 11.4355 l. 913E-06 4.45BS B . 1034 5 . 227E+04 5256 . 0000 -2.7420 -12.8588 10.1168 1. OOOE-30 0 . 5502 0.3B75 19 . 6883 11. 5851 8.1033 6.972E-07 4. 4 621 8 .1101 6 . 27 8E+04 l. 05 1E+0 4 -3. 5997 -9 .2004 5. 6007 1. OOOE-30 0. 5502 0. 3B75

18. 3362 13.8509 4. 4852 l.140E-07 4. 4633 8.1122 6 . 366E+04 876.0000 -4.2176 -6.5663 2. 3487 l. OOOE-30 0. 5502 0. 3B75 17 .3638 15.4829 l. 8809 2 .158E-08 4. 4 634 B .1123 6 . 453E+04 876.0000 -4.5266 -5.2492 0. 7227 1. OOOE-30 0. 5502 0.3B75 16 .8776 lq.2989 0.57B7 9.018E-24 4. 4634 B .1123 6 . 526E+04 730.0000 2. 3 110 l. 504E-06 0. 5512 0. 3BB2 27.0185 3. 208E-04 4 . 7017 B. 5293 Blocks:

6. 614E+04 876.0000 0 . 0220 -35. 94"04 35. 9624 4. 527E-05 0. 591B 0. 4167 28.2466 -1.9471 30.1937 2.543E-05 4. 721B 7. 9793 6 . 701E+04 876.0000 -1.9361 -26.3968 24. 4 606 1 . OOOE-30 0 . 591B 0. 4167

24. 6568 4. 1329 20.5239 9.342E-06 4. 7300 7. 9932

6. 877E+04 1752.0000 -3 . 6800 -17.8905 1 4.2105 l. OOOE-30 0. 591B 0.4167

21. 4 634 9. 5438 11.9196 2 . 173E-06 4 . 733B 7 . 9996 7 . 402E+04 5256.0000 -4. 3825 -14.4579 10.0754 l. OOOE-30 0. 591B 0. 4167 20 . 1706 11.7245 B.4461 7.943E-07 4 . 73BO B. 0067

8. 453E+04 1. 051E+04 -5 .1476 -10 . 7255 5 . 5778 l. OOOE-30 0. 591B 0. 4167 18 . 7702 14. 0952 4.6749 l.303E-07 4. 7394 B. 0090

8. 541E+04 876.0000 -5 . 6989 -8.0380 2 . 3391 l. OOOE-30 0. 591B 0. 4 167 17 . 7632 15 .*8027 1 . 9605 2 . 420E-08 4. 7394 B. 0090

8. 629E+04 876.0000 -5 . 9745 -6 . 6942 0. 7197 l. OOOE-30 0. 591B 0. 4167 17 . 2597 16 . 6564 0. 6032 l.29BE-23 4 . 7394 B. 0090

8. 702E+04 730.0000 0 . 2023 7. 419E-09 0. 591B 0. 4 167 27 . 7422 3 . 399E-04 4. 9921 B. 4361 Blocks:

8. 789E+04 876.0000 -8 . 031E-04 -36 . 4218 36.4210 1. OOOE-30 0. 5959 0 . 4197

27. 8324 -1.8000 29 . 6324 2. 391E-05 5. 0131 B. 4125

8. 877E+04 876.0000 -1.9706 -26 . 7458 24.7752 1 . OOOE-30 0. 5959 0. 4197 24.2975 4 . 1607 20.1367 B. 82l.E-06 5.0208 B. 4255

9. 052E+04 17 52. 0000 -3 . 7281 -18 . 1220 14. 393B 1. OOOE-30 0. 5959 0 . 4197 21.1570 9 . 4635 11.6935 2. 046E-06 5.0244 B.4315 9.578E+04 5256.0000 -4 .4367 -14 . 6418 10.2051 1 . OOOE- 30 0. 5959 0 . 4197 19 . 8873 11. 6009 8 . 2863 7. 471E-07 5. 02B3 B. 43Bl

l. 063E+05 l. 051E+04 -5 .2082 -10 . 8578 5. 6496 l. OOOE-30 0. 5959 0 . 4197 18 . 5113 13 . 9247 4.5866 l.224E-07 5.0296 B. 4403

1. 072E+05 876.0000 -5.7640 -8 .1332 2.3692 l.OOOE-30 0. 5959 0.4197 17.5216 15 . 5983 l. 9234 2.2B7E-OB 5. 0297 B. 4403

l. 080E+05 876.0000 - 6.0419 - 6. 7709 0. 7290 l. OOOE-30 0. 5959 0. 4197 17.0269 16 . 4350 0. 591B l . lSBE-23 5 . 0297 B. 4403

l. 088E+05 730.0000 0 . 1616 4. 543E-09 0 . 5959 0.4197 27.3819 3. 303E-04 5.2748 B.B516 Blocks:

1. 096E+05 876. 0000 -9 . 560E-04 -36 . 8397 36.B3BB l.OOOE-30 0. 5993 0. 4220 27.4504 -1.6612 29.1116 2 . 255E-05 5. 2945 B. B347 l.lOSE+OS 876.0000 -1.9877 -27.0457 25. OSBO 1 . OOOE-30 0 . 5993 0. 4220 23 . 9735 4 . 1889 19.7845 B. 365E-06 5. 3019 B. B469 l.l23E+05 1752.0000 -3 . iS98 -18.3176 14.5578 l. OOOE-30 0. 5993 0 .4 220 20 . 8835 9 . 3941 11.4894 l. 935E-06 5. 3053 B. B526 Report No. 1600539.401RO B-25 S)stnu:turatllllegrlly Associates. Inc.*

1.175E+OS 5256. 0000 -4 . 4743 -14.7954 10. 3210 1. OOOE-30 0. 5993 0. 4220 19.6345 11.4925 8.1420 7 . 063E-07 5.3090 8.8588

1. 280E+OS 1. 051E+04 -5.2521 -10.9659 5. 7137 1. OOOE-30 0.5993 0. 4220 18.2805 13.7737 4 . 5068 1. 157E-07 5. 3102 8.8608

1. 289E+OS 876.0000 -5. 8124 -8.2085 2. 3961 1. OOOE-30 0.5993 0.4220 17.3065 15 . 4166 1. 8899 2 .171E- 0 8 5. 3102 8.8608

1. 298E+OS 876.0000 -6. 0925 -6. 82 98 0. 7373 1. OOOE-30 0. 5993 0. 4220 16.8196 16.2380 0. 5815 1. 039E-23 5. 3102 8 . 8608

1. 305E+OS 730. 0000 0 .1414 3 . 398E-09 0. 5993 0. 4220 27.0543 3. 218E-04 5.5485 9. 2585 Blocks:

1. 314E+OS 876 . 0000 -8. 016E-04 -37.2131 37.2123 1. OOOE-30 0. 6023 0 . 4241

27. 1130 -1.5359 28.6488 2 . 139E-05 5. 5673 9.2438

1. 323E+OS 876.0000 -2. 0025 -27.3136 25.3111 1. OOOE-30 0. 6023 0.4241

23. 6872 4.2159 19.4713 7. 974E-06 5. 5743 9.2554 1.340E+OS 1752.0000 -3.7876 -18.4922 14.7045 1. OOOE-30 0 . 6023 0.4241 20.6420 9.3341 11.3079 1. 840E-06 5.5775 9. 2607

1. 393E+05 5256.0000 -4.5075 -14.9324 10.4248 1. OOOE-30 0 . 6023 0.4241 19.4114 11 . 3977 8. 0137 6. 713E-07 5. 5811 9.2666

1. 498E+05 1. 051E+04 -5. 2909 -11.0621 5. 7711 1. OOOE-30 0. 6023 0.4241 18.0768 13. 6411 4. 4358 1. 098E-07 5 . 5822 9.2685

1. 507E+OS 876.0000 -5.8552 -8.2754 2. 4202 1. OOOE-30 0 . 6023 0.4241

17. 1168 15.2566 1. 8602 2. 072E-08 5 . 5822 9. 2685

1. 515E+OS 876.0000 -6.1374 -6.8820 0. 7447 1. OOOE-30 0 . 6023 0.4241

16. 6367 16.0644 0.5724 9.405E-24 5 . 5822 9 . 2685

1. 523E+05 730.0000 0.1254 2. 613E-09 0 . 6023 0.4241 26.7610 3 .142E-04 5.8146 9 . 6544 Blocks:

1. 532E+OS 876.0000 -1. 514E-04 -37 . 5493 37 . 5492 1. OOOE-30 0 . 6049 0. 4260 26.8117 -1.4218 28.2336 2. 038E-05 5. 8325 9. 6415

1. 540E+OS 876.0000 -2. 0154 -27.5547 25. 5393 1. OOOE-30 0 . 6049 0 . 4260 23.4318 4. 2416 19.1901 7. 635E-06 5. 8392 9. 6526

1. 558E+OS 1752.0000 -3. 8122 -18.6491 14.8369 1. OOOE-30 0.6049 0. 4260 20.4266 9 . 2817 11.1449 1.758E-06 5. 8423 9. 6577

1. 610E+OS 5256. 0000 -4. 5369 -15 . 0554 10. 5185 1. OOOE-30 0.6049 0. 4260 19.2124 11.3140 7.8984 6.410E-07 5. 8456 9. 6632

1. 716E+05 1. 051E+04 -5. 3254 -11.1483 5 . 8230 1. OOOE-30 0. 604 9 0. 4260 17.8952 13. 5232 4.3720 1.048E-07 5.8468 9. 6651

1. 724E+OS 876.0000 -5.8933 -8 . 3352 2.4419 l.OOOE-30 0. 6049 0. 4260 16.9476 15.1142 1. 8334 1. 986E-08 5.8468 9. 6651

1. 733E+OS 876.0000 -6.1772 -6. 9286 0. 7 514 1. OOOE-30 0. 6049 0. 4260 16.4738 15 . 9097 0. 5641 8. 573E-24 5.8468 9. 6651

1. 740E+OS 730.0000 0.1127 2. 070E-09 0. 6049 0 . 4260 26.4963 3. 07 SE-04 6.0739 10.0406 Blocks :

1. 749E+OS 876.0000 -2. 790E-04 -37. 8552 37. 8550 1. OOOE-30 0. 6073 0. 4277 26.5412 -1.3177 27.8589 1. 950E-05 6. 0910 10. 0289 1 . 758E+OS 876.0000 -2.0276 -27.7742 25.7466 1. OOOE-30 0. 6073 0. 4277 23.2024 4. 2660 18.9363 7. 337E-06 6. 0974 10. 0395

1. 775E+OS 1752.0000 -3.8349 -18.7920 14.9571 1. OOOE-30 0 . 6073 0. 4277 20.2332 9. 2355 10.9977 1.686E-06 6. 1004 10. 0443

1. 828E+05 5256.0000 -4. 5639 -15 . 1675 10.6036 l.OOOE-30 0. 6073 0. 4277

19. 0337 11.2394 7.7943 6 . 144E-07 6. 1036 10.0497

1. 933E+OS 1. 051E+04 -5. 3569 -11.2270 5. 8701 1. OOOE-30 0. 6073 0. 4277 17.7323 13.4179 4. 3144 1. 004E-07 6 . 104 7 10. 0514 1 . 942E+05 876.0000 -5.9281 -8 . 3898 2. 4616 1. OOOE-30 0.6073 0. 4277 16.7959 14.9866 1. 8093 1. 910E-08 6.104 7 10. 0514

1. 951E+OS 876.0000 -6.2137 -6 . 9711 0. 7574 l.OOOE-30 0. 6073 0. 4277

16. 3277 15 . 7710 0.5567 7.867E-24 6. 104 7 10. 0514

1. 958E+OS 730 . 0000 0.1014 1 . 644E-09 0.6073 0. 4277 26.2564 3. 014E-04 6. 3272 10.4177 Blocks: 10

1. 967E+OS 876.0000 -8 .111E-04 -38.1351 38.1343 1. OOOE-30 0. 6095 0. 4293 26.2964 -1.2220 27.5184 1. 872E-05 6. 3436 10.4071

1. 975E+05 876.0000 -2. 0390 -27.9750 25. 9360 1. OOOE-30 0. 6095 0. 4293 22.9948 4. 2891 18.7056 7. 074E-06 6. 3498 10.4173

1. 993E+OS 17 52. 00 0 0 -3 . 8559 -18.9229 15 . 0670 1. OOOE-30 0. 6095 0.4293 20.0583 9.1943 10.8639 1. 623E-06 6 . 3526 10. 4220

2. 045E+OS 5256.0000 -4. 5887 -15.2701 10. 6814 1. OOOE-30 0 . 6095 0. 4293 18.8721 11.1725 7. 6996 5. 909E-07 6 . 3557 10.4271 2 .lSlE+OS 1 . 051E+04 -5. 3859 -11.2990 5. 9131 1. OOOE-30 0. 6095 0. 4293 17.5849 13 . 3229 4. 2620 9. 650E-08 6. 3567 10.4287 Report No. 1600539.401RO B-26 IJStroctural lRieflrlly Associates. Inc!'

2 .159E+05 876 . 0000 -5. 9601 -8.4398 2 . 4797 l.OOOE-30 0 . 6095 0 .4293 16 . 6587 14.8714 1. 7873 1. 843E-08 6. 3568 1 0. 4287 2 .16 8E+05 876.0 0 0 0 -6.2472 -7.0101 0. 7630 1. OOOE-30 0. 6095 0 . 4293 16.1956 15.6456 0 . 5499 7.260E-24 6. 3568 10.4287 2.175E+05 730.0000 0. 0914 1. 312E-09 0.6095 0 . 4293 26.0375 2. 960E-04 6.5750 10.7868 Blocks: 11 2 . 18 4E+05 876 . 00 0 0 -2. 097E- 03 -38.3930 38 . 3909 1. OOOE-30 0. 6116 0 . 4307 26.0737 -1.1338 27 . 2075 1.804E-05 6. 5908 10 . 7770 2 .193E+05 876 . 0000 -2. 0502 -28.1602 26 . 1100 1. OOOE-30 0 . 6116 0.4307 22 . 8059 4. 3111 18.4949 6 . 840E-06 6 . 5968 10 . 7868

2. 210E+05 17 52. 0000 -3.8757 -19 . 0437 15.1680 1. OOOE-30 0. 6116 0.4307 19 . 8992 9.1575 10.7417 1. 566E-06 6. 5995 10 . 7913

2. 263E+05 5256. 0000 -4.6120 -15.3649 10.7529 1. OOOE-30 0. 6116 0 . 4307 18.7252 11.1121 7.6131 5. 700E-07 6 . 6025 10 . 7962

2. 368E+05 1. 051E+04 -5.4130 -11.3656 5. 9526 1. OOOE-30 0. 6116 0 . 4307 17.4510 13.2368 4. 2142 9 . 303E- 08 6. 6035 10.7978

2. 377E+05 876 . 0000 -5.9898 -8.4861 2 . 4963 l.OOOE-30 0 . 6116 0 . 4307 16.5340 14.7668 1. 7672 1. 784E-08 6. 6035 10 . 7978

2. 386E+05 876 . 0000 -6.2783 -7.0463 0. 7681 1 . OOOE-30 0 . 6116 0 . 4307 16 . 0756 15 . 5318 0.5438 6. 736E-24 6. 6035 10.7978 2 . 393E+05 730.0000 0 . 0821 1. 036E-09 0 . 6116 0. 4307 25.8370 2. 910E-04 6. 8180 11.1484 Blocks: 12

2. 402E+05 876. 0000 -2. 232E-03 -38.6301 38.6278 1. OOOE-30 0 . 6134 0.4320 25.8690 -1.0516 26.9206 1. 742E-05 6 . 8332 11.1400 2 . 410E+05 876.0000 -2. 0595 -28.3303 26.2708 l.OOOE-30 0 . 6134 0.4320

22. 6324 4. 3320 18.3004 6.629E-06 6. 8390 11.1495

2. 428E+05 1752 . 0000 -3. 8931 -19.1543 15.2613 1 . OOOE-30 0. 6134 0 . 4320 19 . 7531 9.1242 10.6289 1. 515E-06 6.8417 11 . 1538 2 . 4 81E+05 5256. 0000 -4. 6327 -15.4516 10 . 8189 1. OOOE-30 o. 6134 0. 4320 18 . 5902 11.0570 7. 5332 5. 512E-07 6. 8446 11.1585

2. 586E+05 1. 051E+04 -5.4372 -11.4264 5. 9892 1. OOOE-30 0. 6134 0. 4320 17.3280 13.1580 4 . 1700 8.991E-08 6 . 8455 11.1601

2. 594E+05 876 . 0000 -6.0165 -8.5281 2. 5116 1 . OOOE-30 0 . 6134 0 . 4320 16.4196 14.6709 1. 7487 1. 730E-08 6 . 8455 11.1601

2. 603E+05 876 . 0000 -6.3062 -7.0790 0. 7728 1 . OOOE-30 0 . 6134 0. 4320 15.9654 15.4273 0.5381 6.276E-24 6. 8455 11.1601

2. 610E+05 730.0000 0. 0750 8. 506E-10 0. 6134 0. 4320 25.6514 2 . 865E-04 7 . 0565 11.5040 Blocks: 13

2. 619E+05 876.0000 -2. 496E-03 -38.8500 38.8475 1. OOOE-30 0 . 6151 0. 4332 25.6805 -0.9751 26.6556 1.686E-05 7. 0713 11.4964

2. 628E+05 876.0000 -2.0683 -28 .'4881 26.4198 l.OOOE-30 0. 6151 0 . 4332 22 . 4726 4. 3519 18.1207 6 . 438E-06 7 . 0769 11. 5 0 55

2. 646E+05 1752.0000 -3. 9093 -19.2570 15.3477 l.OOOE-30 0. 6151 0 . 4332

19. 6185 9. 0939 10. 524 6 1. 4 69E-06 7 . 0795 11.5097 2.698E+05 5256.0000 -4.6519 -15.5320 10.8801 l.OOOE-30 0. 6151 0. 4332 18.4660 11. 0066 7 . 4594 5. 342E-07 7 . 0823 11 . 5143

2. 803E+05 1. 051E+04 -5.4596 -11.4827 6. 0231 1. OOOE-30 0. 6151 0. 4332 17.2148 13. 0856 4 . 1291 8.709E-08 7 . 0832 11.5158 2 . 812E+05 876.0000 -6 . 0413 -8. 5671 2. 5258 1. OOOE-30 0. 6151 0 . 4332 16.3143 14. 5827 1. 7316 1. 681E-08 7. 0832 11 . 5158

2. 821E+05 876.0000 -6 . 3321 -7.1093 0. 7772 1 . OOOE-30 0. 6151 0 . 4332 15.8641 15. 3313 0.5328 5.871E-24 7. 0832 11.5158

2. 828E+05 730.0000 0 . 0686 7. 018E-10 0 . 6151 0 . 4332 25.4797 2 . 823E-04 7. 2910 11. 8535 Blocks: 14

2. 837E+05 876.0000 -1. 636E-03 -39. 0535 39 . 0519 1. OOOE-30 0. 6166 0 . 4342

25. 5056 -0. 9033 26.4088 1.635E-05 7. 3053 11 . 8471

2. 84 6E+05 876 . 0000 -2 . 0754 -28.6339 26 . 5585 1. OOOE-30 0 . 6166 0 . 4342 22 . 3243 4. 3710 17.9533 6.264E-06 7.3108 11.8560

2. 863E+05 1752.0000 -3 . 9234 -19.3516 15 . 4282 1. OOOE-30 0.6166 0. 4342 19 . 4938 9. 0662 10 . 427 5 1 . 427E-06 7. 3133 11.8601

2. 916E+05 5256. 0000 -4 . 6689 -15.6061 10 . 9371 1. OOOE-30 0.6166 0 . 4342 18 . 3508 10. 9601 7 . 3907 5 .187E-07 7.3160 11.8645 3 . 021E+05 1. 051E+04 -5.4797 -11.5343 6 . 0546 1. OOOE-30 0.6166 0. 4342 17 . 1098 13. 0187 4. 0911 8. 452E- 08 7.3169 11.8659 3 . 030E+05 876.0000 -6. 0636 -8.6026 2. 5390 1. OO OE-30 0. 6166 0. 4342 16.2167 14. 5010 1. 7156 1. 636E-08 7. 3169 11.8660 3 . 038E+05 876 . 0000 -6.3555 -7 . 1367 0 . 7812 1. OOOE-30 0. 6166 0 . 4342 15 . 7701 15.2422 0 . 5279 5. 512E-24 7 . 3169 11.8660 Report No. 1600539.401RO B-27

                                                                                               !S)s~mr:tumt llflegrlty Associates, Inc.*

3 . 046E+05 730.0000 0. 0642 6. 061E- 10 0. 6166 0. 4342 25.3194 2. 7B5E-04 7. 5217 12.1961 Blocks: 15

3. 054E+05 S76. 0000 -1. 510E-03 -39.2442 39.2427 1 . OOOE-30 0.6161 0. 4353

25. 3434 -0 .6362 26.1796 1. 5BBE-05 7.5356 12.1920

3. 063E+05 676.0000 -2. 0626 -26.7706 26.6660 1. OOOE-30 0.616 1 0. 4353 22.1669 4. 3691 17 .7978 6.105E-06 7. 5410 12.2007 3.0BlE+05 1752.0000 -3.9371 -19.4405 15.5034 1. OOOE-30 0.616 1 0 . 4353 19.3762 9.0409 10.3373 1. 3B9E-06 7. 5434 12.2046 3 . 133E+05 5256 . 0000 -4. 6653 -15 .6756 10 . 9903 1 . OOOE-30 0.616 1 0. 4353 16.244 1 10.9172 7. 3268 5. 045E-07 7. 5461 12.2069

3. 23BE+05 1. 051E+04 -5 .4966 -11.5629 6.0640 l. OOO E-30 0 . 616 1 0 . 4353 17.0126 12 . 9566 4.0556 B.218 E-OB 7. 5469 12.2103

3. 24 7E+05 676.0000 -6.0647 - B. 6361 2. 5514 1 . OOOE-30 0 . 618 1 0 . 4353 16.1263 14. 4255 1. 7006 1. 596E-OB 7.5469 12.2103

3. 256E+05 676.0000 -6.3776 -7 .1627 0. 7650 1. OOO E- 30 0 . 616 1 0. 4353

15. 6631 1 5.1596 0.5233 5.193E-24 7. 5469 12.2103

3. 263E+05 730.0000 0. 0596 5 .160E-10 0.6161 0. 4353 25.1703 2. 749 E-04 7 . 7490 12 . 5373 Blocks: 16

3. 272E+05 676.0000 -1.270E-03 -39. 4227 39 . 4214 1. OOOE-30 0. 6194 0. 4362 25.1923 - 0.7730 25. 9653 1. 54 6E-05 7 . 7626 12. 5319

3. 2BlE+05 676.0000 - 2. 0693 -26.6966 26.6093 l.OOOE-30 0. 6194 0. 4362 22 . 0569 4. 4064 17. 6524 5. 959E-06 7 . 7676 12.5403

3. 29BE+05 1752.0000 -3.9496 -19.5236 1 5. 5738 1. OOOE- 30 0. 6194 0. 4362 19.2705 9. 0175 10.2529 1. 354E-06 7.7702 12.5441

3. 351 E+ 05 5256. 0000 -4.7004 -1 5.7406 11. 04 02 1. OOOE-30 0. 6194 0. 4362 18.1446 10.6775 7. 2671 4 . 916E-07 7. 7 727 12.5463

3. 456E+05 1. 051E+04 -5. 5 1 66 -11 .6283 6.11 1 6 . l.OOOE-30 0. 6194 0 . 4362 16.9220 12. 6993 4 . 0227 B. 003E-OB 7. 7736 12.5497

3. 465E+05 676.0000 -6.1044 - B. 6673 2. 5629 1 . OOOE-30 0. 6194 0. 4362 16.0421 14. 3552 1. 6669 1. 55BE-OB 7. 7736 12.54 97

3. 4 73E+05 676.0000 -6.3963 -7.16 69 0. 7686 1. OOO E-30 0. 6194 0. 4362

15. 6021 1 5.0631 0. 5191 4. 907 E-24 7. 7736 12.5497

3. 4BlE+05 730.0000 0.0557 4. 447E-10 0. 6194 0. 4362

25. 0307 2. 716E- 04 7. 9732 1 2.8719 Blocks: 17

3. 4B9E+05 676.0000 -1. 936E-04 -39.5694 39.5692 1. OOO E-30 o. 620 7 0 . 4371

25. 0506 - 0.7133 25.7639 1. 506E-05 7 . 9664 12 .66 74

3. 49BE+05 676.0000 - 2.0947 -29. 0 1 60 26.9232 1. OOOE- 30 0. 6207 0 . 4371 21 . 9368 4. 4230 17.5157 5.B22E-06 7. 9915 12.6756

3. 516E+05 1752 .0.000 - 3. 9611 -1 9.6009 15. 6399 1. OOOE-30 0. 6207 0 . 4371 19 .1 695 B . 9959 10.1736 1.322E- 06 7.9936 12.6793

3. 56BE+05 5256. 0000 -4.7140 -15.6010 11 .0670 1. OOOE-30 0. 6207 0. 4371 1 8. 0514 10.6405 7. 2:].09 4. 796E-07 7. 9963 12.8634 3 . 673E+05 1. 051E+04 -5. 5327 -11.6703 6. 1 376 1. OOOE-30 0. 620 7 0 . 4371 16.6372 1 2. 8455 3. 9916 7. B05E-OB 7. 9971 12.6647

3. 6B2E+05 676.0000 -6. 1223 - B. 6961 2 . 5738 1. OOOE-30 0 . 6207 0. 4371 1 5. 9632 14.2693 1. 6739 1. 524 E-0B 7. 9971 1 2.6647

3. 691E+05 676.0000 - 6.4171 - 7.2090 0. 7919 1. OOOE-30 0. 620 7 0. 4371 15.5262 1 5. 0 11 2 0.5150 4.649E- 24 7. 9971 12.6647

3. 69BE+05 730.0000 0. 0530 3. 999 E- 10 0. 6207 0.4371 24.6993 2. 685E-04 B. 1943 13 .202 5 Blocks: 16

3. 707E+05 876.0000 -6. 572E-04 -3 9 . 7479 39 . 7472 l.OOO E- 30 0. 62 1 9 0.4379

24. 9165 -0.6572 25.5757 1. 470E-05 8 . 2072 13. 1 976

3. 716E+05 876 . 0000 - 2.1012 -29.1317 27. 0305 1 . OOOE-30 0. 62 1 9 0.4379

21. 6266 4.4386 17.3660 5 . 695E-06 B .2122 13.2056 3.733E+05 1752.0000 - 3.9726 -19 . 6749 1 5.7022 l.OOOE-30 0. 6219 0 . 4379 19.0754 6.9759 10 . 0995 1. 292E-06 B. 2145 13.2095 3.7B6E+05 5256 . 0000 -4.7276 -15 . 6569 11.1311 1. OOO E-30 0. 6219 0.43 79 1 7.9645 10. 6061 7 . 1564 4. 6B6E-07 6.2169 13.2134

3. 891E+05 1. 051E+04 - 5.5469 -11.71 06 6. 1 620 1. OOOE-30 0. 6219 0.4379 16.7561 12. 7955 3. 9626 7. 622E-OB 6.2176 1 3.2147

3. 900E+05 676 .0000 -6. 1 40 1 - 8.7241 2. 5640 1. OOOE-30 0. 6219 0.4379 15.6897 14.2260 1. 6617 1. 4 92E- OB B. 2176 13.2147

3. 90BE+05 676.0000 - 6.435 7 -7 .2306 0. 7951 1. OOOE-30 0.6219 0. 4379

15. 4556 14.9443 0.5 11 3 4.417E-24 6.2178 13.2147

3. 916E+05 730. 0000 0 . 0492 3 . 401E- 10 0. 62 1 9 0. 4379 24.7765 2. 656E-04 B. 4126 13.5264 Blocks: 19 Report No. 1600539.401RO B-28 e StnlctuiWI lllletJrlly Associates, Inc.*

3. 924E+05 876. 0000 -2 .160 E- 03 -39. 8985 39. 8964 1. OOOE-30 0 . 6230 0. 4387 24.7948 -0 .60 43 25.3991 1. 437E-05 8. 4254 13 . 5237

3. 933E+05 876.0000 -2. 1082 -29.2399 2 7. 1 318 1. OOOE-30 0. 6230 0. 4387 21.7221 4. 4539 17.2682 5.579E-06 8. 4303 13.5315

3. 951E+05 1752.0000 -3 .9846 -19 .74 55 15.7609 1. OOOE-30 0. 6230 0. 4387 18.9873 8 .9574 10.0299 1. 264E-06 8. 4325 13. 5351

4. 003E+05 5256. 0000 -4 .74 16 -15.9144 11.1728 1. OOOE-30 0. 6230 0. 4387 17.8832 10.7741 7. 1092 4. 584E-07 8.4349 13.5389 4 .10BE+05 1. 051E+04 -5 .5648 -11.7498 6. 1 850 1. OOOE-30 0. 6230 0. 4387

16. 6841 12.7488 3.9353 7.454E-08 8.4357 13.5402 4 .11 7E+05 876.0000 -6.1575 -8.7512 2. 5937 1. OOOE-30 0. 6230 0. 4387 15.8210 14.1707 1. 6503 1. 463E-OB 8.4357 13 . 5402 4 .126E+05 876.0000 -6.4539 -7 .25 19 0. 7981 1. OOOE-30 0. 6230 0. 4387 15.3894 14 .8817 0 . 5078 4. 20B E-24 8.4357 13 .5402 4 .133E+05 730. 0000 0. 0447 2. 759E-10 0. 6230 0. 4387

24. 6611 2 . 629E-04 8 . 6287 13 . 8500 Blocks: 20 4 .142E+0 5 876 . 0000 -1.222E-03 -40 .0387 40. 037 5 1. OOOE-30 0. 6240 0. 4395

24. 6770 -0.5536 25.2307 1. 406E-05 8. 6410 13 .8468 4 .151E+05 876.0000 - 2. 1127 -29 .3403 27.2275 1. OOOE-30 0. 6240 0. 4395 21.6223 4. 4685 17.1539 5. 469E-06 8. 6458 13.8545 4 . 16BE+0 5 17 52. 0000 - 3.9940 -19.81 0 5 15. 8165 1. OOOE-30 0. 6240 0. 4395

18. 9035 8. 9399 9. 9636 1. 23BE-06 8. 6480 13.8580

4. 221E+05 5256. 0000 -4.7529 -15.9651 11 . 2121 1. OOOE- 30 0. 6240 0.4395 17.8059 10.7437 7. 0622 4. 488E-07 8. 6503 13.8618

4. 326E+05 1 . 051E+04 -5.5782 -11.7850 6. 2068 1. OOOE-30 0. 6240 0.4395

16. 6137 12.7044 3. 9093 7. 296E-08 8. 6511 13 .863 0

4. 335E+05 876.0000 -6.1724 -8.7753 2. 6029 1. OOOE-30 0. 6240 0. 4395 15 .7556 14. 1162 1. 6394 1. 435E-08 8. 6511 13.8630

4. 344E+05 876 . 0000 -6.4695 -7.2704 0. 8009 1. OOOE-30 0 . 6240 0. 4395 15.3265 14. 8221 0. 5044 4. 015E-24 8. 6511 13.8630

4. 351E+05 730.0000 0. 0429 2. 525E-10 0. 6240 0. 4395 24 . 5510 2. 603E-04 8. 8422 14 .1692 Blocks: 21

4. 360E+05 876. 0000 - 5. 027E-04 -40.1716 40.1711 1. OOOE-30 0. 6250 0.4402

24. 5659 -0. 5055 25. 0714 1. 377E-05 8. 8542 14.1663

4. 368E+05 876.0000 -2.1172 -29.4355 27 . 3183 1. OOOE-30 0. 6250 0.4402 21.5282 4. 4824 17.0458 5.367E-06 8.8589 14.1739

4. 386E+05 17 52. 0000 -4 .0029 -1 9.8722 15. 8692 1. OOOE-30 0. 6250 0.4402 18 . 8244 8. 9236 9. 9009 1. 214E-06 B. 8611 14.1773

4. 43BE+05 5256.0000 -4 .7 638 -16.0132 11.2495 l.OOOE-30 0. 6250 0. 4402 17 .7329 .10. 7152 7. 0178 4. 399E-07 8. 8634 14 . 1810

4. 544E+05 1. 051E+04 -5.5910 -11.8185 6. 2275 1. OOOE-30 0. 6250 0.4402 16 .5 473 12.6626 3.8847 7.149E-OB 8. 8641 14 . 1822

4. 552E+05 876.0000 -6.1867 -8.7982 2. 6115 1. OOOE-30 0. 6250 0. 4402 1 5.6939 14. 0649 1. 6291 1. 409E-OB 8. 8641 14.1822

4. 561E+05 876.0000 -6.4845 -7 .28 80 0. 8035 1. OOOE-30 0. 6250 0. 4402 15 .2672 14.7660 0. 5013 3. 839E-24 8. 8641 14 . 1822 4 . 56BE+05 730 . 0000 0. 0412 2. 306E-10 0. 6250 0. 4402 24.4468 2. 579E-04 9. 0534 14.4850 Blocks: 22

4. 577E+05 876.0000 -2. 764E-03 - 40.3010 40.2982 l.OOOE-30 0. 6260 0. 4408 24.4622 -0.4603 24.9224 1. 350E-05 9 . 0652 14.4810

4. 586E+05 876.0000 -2 . 1239 -29.5285 27.4046 1. OOOE-30 0. 6260 0. 4408 21.4404 4. 4957 16.9446 5.272E-06 9 . 0698 14.4884

4. 603E+05 1752.0000 -4. 0137 -19.9330 15. 9193 1. OOOE-30 0. 6260 0. 4408 18.7506 8 . 9085 9. 8421 1.192E-06 9. 0719 14.4917 4 . 656E+05 5256. 0000 -4.7762 -16.0611 11.2850 1. OOOE-30 0. 6260 0. 4408 17.6648 10 .6887 6.9762 4 . 317E-07 9. 0742 14.4954

4. 761E+05 1. 051E+04 -5. 6051 -11.8522 6. 24 71 1. OOOE-30 0 . 6260 0.4408 16.4854 12. 6237 3.8617 7.013E-08 9. 0749 14.4965

4. 770E+05 876.0000 -6.2021 -8. 8218 2. 6197 1. OOOE-30 0. 6260 0. 4408

15. 6364 14.0170 1. 6194 1 . 385E-OB 9. 0749 14.4966

4. 779E+05 876.0000 - 6 . 5005 -7.3066 0. 8061 1. OOOE-30 0. 6260 0.4408 15 .2 119 14. 7136 0.4983 3.6BOE-24 9. 0749 14.49 66

4. 786E+05 730.0000 0. 0367 1. 791E-10 0. 6260 0. 44 08 24.3493 2. 557E-04 9.2625 14.7962 Blocks: 23

4. 795E+05 876.0000 -1. 513E-03 -40.4204 40 .4189 l.OOOE-30 0. 6269 0. 4415

24. 3621 -0.4165 24.7786 1. 325E-05 9.2741 14.7943

4. 803E+05 876.0000 -2.1274 -29 .6140 27.4866 1. OOOE-30 0. 6269 0.4415 21.3557 4. 5087 16.8470 5.182E-06 9.2786 14. 8015 Report No. 1600539.401RO B-29 l }Stntcturatlnferrlty Associates. Inc.*

4 o821E+05 1752 o 0000 -4 0 0213 -19o9883 15 o 9669 1. OOOE- 30 0 0 6269 0 04415 18o6795 8 08940 9o 7855 1.171E-06 9o2807 14o8048 4 o 873E+05 5256 o 0000 -4 07855 -16o1041 11.3187 1. OOOE-30 0 0 6269 Oo4415 17 o5992 10 0 6632 6 o 9360 4 o239E-07 9o2829 14o8083 4 o979E+05 1o 051E+04 -50 6163 -11.8820 6 o2658 1. OOOE-30 0 0 6269 Oo4415 16o 4257 12o5862 3 o 8395 6 o 883 E- 08 9 02836 14 0 8095 4 o987E+05 8760 0000 -6o 2145 -8 0 8421 2 o 6276 1. OOOE-30 0 0 6269 0 0 4415 1 5 0 5810 13o 9708 1. 6101 1. 363E-08 9 02837 14 0 8095 4 o996E+05 8760 0000 -6o 5136 -7 0322 1 0 o8085 1. OOOE-30 0 0 6269 Oo 4415 15o1586 14 0 6632 Oo4954 3o531 E-24 9 02837 14 0 8095 5o 003E+05 730o 0000 0 0 0359 1. 706E-10 Oo 6269 Oo 4415 24 02551 2 o 536E-04 9o4696 15 o1061 Blo cks: 24 5o 0 1 2E+05 876o 0000 -20 733E-03 -40o 5368 40 o5341 1. OOOE-30 0 0 6277 Oo4421 24 02683 -Oo3751 24 o 6434 10 301E-05 9 04810 15 01033 5o 021E+05 876 00000 -2 o1328 -29 06976 27 o5648 1. OOOE-30 0 0 6277 Oo4421 21.2762 4o5210 16o7552 5o098E-06 9o 4855 15 01104 5o 038E+05 175 2 o 0000 -4 0 0304 -2 0o0428 l 6o 0123 1. OOOE-30 0 06277 Oo4421 1 8 06128 8 08806 9 o7322 1.151E-06 9o 4875 15 01136 5o 091E+05 5256 o 0000 - 4o7961 -16o1469 110 3508 1. OOOE-30 0 06277 Oo4421 17o5376 10o6394 6o8983 4o166E-07 9 04897 1501171 5 o196E+05 10 051E+04 -50 6285 -110 9 1 20 6 o2836 1. OOOE-30 0 06277 Oo 4421 1 60 3697 12 05511 3o8186 6o 763E-08 9 04904 15 01182 5o 205E+05 876 o 0000 - 6o2279 - 8 08629 2 o 6350 1. OOOE-30 0 06277 Oo4421 15o5290 13 09276 1. 6014 1. 341E-08 9o 4904 15 o1183 5o 214E+05 876o 0000 -6o 5276 -7o3383 0 o 8108 10 OOOE-30 0 06277 Oo4421 15 01086 14 06159 0 o4927 3 o395E-24 9 04904 15 o1183 5o 221E+05 730 0 0000 0 00328 1. 400E-10 0 06277 Oo4421 24o1665 2 o515E-04 9 06748 15 04120 Blocks: 25 5o 230E+05 876o0000 -3o 067E- 03 -40o6470 40o6439 l.OOOE-30 0 06286 Oo4426 24o1785 - 0 03354 24 o5139 10 278 E- 05 9 0 6860 15o4099 5o 238E+05 876o 0000 - 2 01 372 -29 07766 27 o 6394 10 OOOE-30 0 06286 Oo4426 21.2002 4 05330 16o6673 5o019E-06 9 06904 15o4169 5o 256E+05 1752 o 0000 -4 0 0385 -2 0 00941 16 o 0556 10 OOOE-30 0 0 6286 Oo4426 l8o5490 8 08678 9 o 6811 1.132E-06 9 0 6924 15 04201 5o 309E+05 5256 o 0000 - 4 08056 -16o1871 110 3815 10 OOOE-30 0 06286 Oo4426 17o4788 10o6167 6o8621 4o097E-07 9 06945 15 0 4235 5o 414E+05 1. 051E+04 -50 6396 -11.9401 6 o3005 1o OOOE- 30 Oo 6286 Oo4426 16 03162 12o5176 3o7986 6o649E-08 9o 6952 15o 4246 5o 422E+05 876o 0000 - 60 2401 - 8o8822 2 o 6422 1. OOOE- 30 0 06286 Oo4426 15o4793 13o8863 1. 5930 1. 321E-08 9 0 6953 15 0 424 6 5o 431E+05 876o 0000 -6 05403 -7 03533 0 o 8130 1. OOOE-30 0 0 6286 Oo4426 1 5 00608 14o5707 Oo4901 3o269E-24 9o 6953 15o4246 5o 439E+05 730 0 0000 0 00307 1. 215E-10 0 0 6286 0 0 4426 24 0 0816 2 o 496E-04 9 0 8782 15o 7157 Blocks: 26 5o 447E+05 876 o 0000 -2 o305E- 03 -40o7511 40o 7488 l.OOOE-30 0 0 6293 Oo4432 24o0925 - 002971 24 o3897 1o 257E-05 9o8892 150 7145 5o456E+05 876o0000 - 2 o1405 -29 0 8511 27 o7106 10 OOOE-30 Oo 6293 Oo4432

21. 1 274 4o5445 16o5829 4o943E- 06 9 0 8936 15o 7214 5o474E+05 1752o0000 - 4 00453 -20 o1423 16o 0970 1. OOOE-30 0 06293 0 04432 18o4879 8 0 8557 9o 6322 1.115E-06 9 0 8955 150 7245 5o526E+05 5256o0000 -4 0 8139 - 16o2247 11o 4108 1. OOOE-30 Oo 6293 Oo4432 1704224 10 05950 6o8274 4o031E-07 9 0 8977 15o7278 5o 631E+05 10 051E+04 -5o6494 -11 o9662 6 o3168 1. OOOE-30 Oo 6293 0 0 4432 16o2649 12 o4855 3o 7794 6o541E-08 9 0 8983 15 o7289 5o 640E+05 876o0000 - 6 02510 -8 09000 2 o 6490 1. OOO E- 30 Oo 6293 Oo 4432 15o4317 13o8468 1. 5849 1. 302E-08 9 0 8983 150 7289 5o 649E+05 876o0000 -6 05519 -7 03669 0 o 8151 1o OOOE- 30 0 0 6293 Oo4432 15 00151 14o5274 Oo4877 3o152E-24 9 08983 15 07289 5o 656E+05 730 0 0000 0 0 0273 9 o365E-11 Oo 6293 0 04432 23 09796 20 473E-04 10o0799 16o0175 Blocks: 27 5o 665E+05 876o0000 -2o875E-03 -40o8469 40o 8440 1. OOOE-30 0 06300 Oo4437 23 0 9893 -002622 24 o2515 1o 234E-05 10o0908 16o0172 5o 674E+05 876o 0000 -2 o1455 -29 09195 27 o7740 10 OOOE-30 Oo 6300 Oo4437 21.0321 4 0 5480 16o4840 4o854E-06 10 00950 16 00239 5o691E+05 175200000 -4 0 0536 - 20o1870 16 o1334 1. OOOE-30 0 0 6300 0 0 4437 18o4038 8 0 8304 9 o5735 1. 093E-06 10o0969 16 0 0270 5o 744E+05 5256o 0000 -4 0 8236 -16o2600 11o 4364 1. OOOE-30 0 0 6300 Oo4437 17o3414 10 0 5565 6o 7849 3o951E- 07 10 0 0990 16o 0303 Report No. 1600539.401RO B-30 l)s~ruc~um lllleflrlty Associates. Jnr:.*

5. 84 9E+05 1 . 051E+04 -5 . 6605 -11.9913 6. 3308 l. OOOE-30 0 . 6300 0.4437 16.1896 12.4339 3. 7557 6.408E- 08 10 . 0997 16 . 0313

5. 858E+05 876.0000 - 6 . 2630 -8.9178 2.6549 l. OOO E- 30 0. 6300 0. 4437

15. 3611 13 . 7861 l. 5749 l. 278 E- 08 1 0. 0997 16 . 03 1 4

5. 866E+05 876.0000 -6.5642 -7.3811 0. 8169 l. OOO E-30 0. 6300 0. 4437 14.9468 14 . 4622 0.4846 3 . 048E- 24 10.0997 16.0314

5. 874E+05 730.0000 -0. 0168 0. 0000 0. 6300 0. 4437 23 . 5559 2. 379E- 04 10.2766 16.3122 Blocks: 28 5 . 882E+05 876 . 0000 -0 . 0176 - 40 . 8649 40.8473 l. OOOE- 30 0. 6300 0. 4437

23. 532 1 - 0.2572 23.7893 1 .1 58E- 05 10 . 2868 16. 3284

5. 891E+05 876.0000 -2 . 1593 - 29.9355 27.7762 1. OOO E-30 0. 6300 0. 4437 20.63 1 9 4. 4 615 16. 1 704 4. 5 5 6E-06 1 0.2908 1 6.334 7 5 . 909E+05 1752.0000 -4 . 0665 - 20 . 2013 16.134 7 1. OOOE-30 0. 6300 0. 443 7 1 8 . 0540 8 . 6625 9. 39 1 5 1. 026E- 06 10.2926 16.3375

5. 96 1 E+05 5256. 0000 -4. 8362 -16.2735 11.4373 l. OOOE-30 0. 6300 0. 4437 17.0120 1 0. 3560 6.6560 3.709E-07 1 0 . 2945 1 6.3406

6. 066E+05 l. 051E+04 -5. 6727 -1 2.0041 6. 3314 1 . OOOE-30 0. 6300 0. 4437 1 5.8821 12. 1 978 3. 6843 6 . 015E-08 1 0.2952 16.34 1 6

6. 0 7 5 E+05 876.0000 - 6.2750 - 8. 9300 2. 655 1 1 . OOO E-30 0. 6300 0. 4437 15 . 0694 13.5243 1. 5450 1 . 1 99E-08 10. 2952 16.34 1 7

6. 084E+05 876.0000 - 6.5761 - 7.3930 0. 8169 l. OOO E-30 0. 6300 0. 4437 14 . 6630 14 . 1876 0.4754 2.987 E- 24 10.2952 16.34 17

6. 091E+05 730.0000 - 0.0305 0 . 0000 0 . 6300 0.4437

23. 1 317 2. 286E- 04 1 0.465 1 16. 61 1 3 Blocks: 29

6. 1 00E+05 876.0000 - 0.0312 - 40.8816 40. 8504 1. OOOE- 30 0. 6300 0.4437 23.110 1 -0.2526 23.3627 1 . 091E- 05 10 . 4747 1 6.6265 6.109E+05 876.0000 -2.1720 - 29 . 9503 27.7783 1 . OOOE-30 0. 6300 0. 4437 20.2625 4.3816 15.8809 4. 292E-06 1 0.4784 16.6325 6 .126E+05 1 7 52. 0000 -4 . 0785 - 20 . 2144 16 . 1359 1. OOOE-30 0. 6300 0.443 7 17.73 1 0 8.5075 9. 2234 9. 670E-07 10.4801 16.6352 6 . 179E+05 5256 . 0000 -4.8478 -16 . 2860 11.438 1 l. OOO E- 30 0. 6300 0. 4437 1 6.7079 10 . 1709 6 . 5370 3.49 5 E- 07 10 . 4819 16.638 1 6.284 E+05 l.051E+04 -5.6840 - 12.0158 6. 3318 1 . OOO E- 30 0. 6300 0.4437

15. 5983 11.9798 3. 6185 5. 668E- 08 10 . 4825 16.6390

6. 293E+05 876.0000 -6.2860 - 8.94 1 3 2. 6553 1. OOOE-30 0 . 6300 0 . 4437

14. 8000 13 . 2826 l. 5174 l.130E-08 10.4826 1 6.639 1

6. 301E+05 876.0000 - 6.5871 -7.4041 0. 8170 l. OOOE- 30 0 . 6300 0. 4437 14.4009 13.9340 0. 4 669 2. 93 1 E- 24 1 0.4826 1 6.639 1

6. 309E+05 730.0000 - 0. 043 1 0. 0000 0. 6300 0 . 4437 22.7384 2. 202E- 04 1 0.6460 1 6.8986 Blocks: 30 6 . 3 1 7 E+05 876 . 0000 -0.0438 - 40.8970 40.8532 l. OOO E- 30 0. 6300 0.443 7 22.7187 -0.2483 22.9670 l. 031E- 05 10. 6551 16.9 1 29

6. 326E+05 876 . 0000 -2. 1838 - 29.9640 27 . 7 802 1. OOOE-30 0. 6300 0. 4437 1 9. 9199 4 . 307 5 15.6124 4. 057E-06 10 . 6586 16.9 1 86

6. 344E+05 1 7 52 . 0000 -4. 0896 -20.2266 16. 1 371 l. OOOE-30 0. 6300 0.4437 1 7.43 1 3 8. 3638 9. 0676 9. 1 41E- 07 10 . 6603 16. 9211

6. 396E+ 05 5256. 0000 -4. 8586 -16 . 2976 11.4389 l. OOOE- 30 0. 6300 0.4437

16. 4257 9. 9991 6.4266 3 . 304E- 07 10. 6620 16 . 9239

6. 501E+05 1. 051E+04 -5 . 6945 - 12.0268 6. 3323 l. OOOE- 30 0. 6300 0. 4437 1 5.3349 11 . 7775 3 . 5574 5 . 358E- 08 10.6626 16.9248

6. 51 0E+05 876.0000 -6 . 2963 - 8.9518 2. 6555 1. OOOE- 30 0. 6300 0. 443 7 1 4. 5502 13. 0584 l. 4918 l. 0 68E-08 10 . 6626 1 6 . 9248

6. 519E+05 876.0000 -6 . 5972 -7.4143 0.8 1 71 l.OOOE- 30 0. 6300 0 . 4437 14.1578 13.6988 0.4590 2 . 879E-24 10 . 6626 16.9248

6. 526E+05 730. 0000 -0.0549 0 . 0000 0. 6300 0. 4437 22 . 3724 2. 1 26E-04 1 0 . 8202 1 7. 1 751 Blocks: 31

6. 535E+05 876.0000 -0. 0555 - 40.9114 4 0. 8559 l. OOO E- 30 0. 6300 0.4437 22.3542 - 0.2444 22.5986 9. 773E- 06 10.8288 1 7.1887

6. 544E+05 876 . 0000 - 2.1947 - 29 . 9768 27 . 7820 1. OOO E- 30 0. 6300 0.4437

19. 6008 4. 2385 1 5.3622 3.847 E- 06 10 . 8322 17 . 1940

6. 561E+ 05 1752 . 0000 -4.0999 - 20.2380 16.138 1 l. OOO E- 30 0. 6300 0.4437 17 . 1523 8.2299 8. 9224 8. 667E-07 10 . 8337 1 7.1964

6. 614E+05 5256 . 0000 -4. 8687 -16.3084 11.4397 l. OOOE-30 0. 6300 0. 4437 1 6.1629 9. 8391 6 . 3238 3 .132E-07 10. 8353 17.1991

6. 719E+ 05 1. 051E+04 -5. 7043 -12.0370 6. 3327 l. OOOE-30 0 . 6300 0. 443 7 1 5. 0896 11 .5891 3. 5005 5. 080E-08 10. 8359 17.1999

6. 728E+05 876.0000 -6. 3059 -8.9615 2. 6556 1. OOOE- 30 0 . 6300 0. 4437 14.3174 1 2. 8495 l. 4679 l. 01 3 E- 08 10.8359 17.1999 Report No. 1600539.401RO B-31 e Stnlc:tutallnlegrlly Associates. Inc.*

6. 736E+05 876.0000 - 6.6067 -7 .4238 0. 8171 1 . OOOE-3 0 0. 6300 0. 4437

13. 9313 13.4797 0. 4517 2. 831E-24 10. 8359 17 . 1999

6. 744E+05 730.0000 -0.0659 0. 0000 0.6300 0. 4437 22.0303 2. 056E-04 10 .9882 17 . 4417 Blocks: 32

6. 753E+05 876.0000 -0.0664 -40.9248 40.8583 l.OOOE-30 0.6300 0 . 4437

22. 0136 -0.2406 22.2542 9. 290E-06 10. 9964 17.4547

6. 761E+05 876.0000 - 2 .2 050 -29.9887 27.7837 1. OOOE-30 0.6300 0.4437

19. 3024 4.1740 15 .1284 3. 657E-06 10.9996 17.4598

6. 779E+05 1752.0000 -4.1096 -20.2486 16 . 1391 1. OOOE-30 0.6300 0.4437 16.8914 8.104 7 8. 7867 8.240E-07 11. 0010 17.4621

6. 831E+05 5256.0000 -4.8781 -16.3185 11.4404 1. OOOE-30 0.6300 0 . 4437 15.9172 9.6896 6.2277 2.978E-07 11.0026 17.4645

6. 936E+05 1. 051E+04 -5. 7134 -12 .0465 6. 3331 1. OOOE-30 0 . 6300 0.4437 14.8603 11 .4 130 3. 4473 4 . 830E-08 11.0031 17.4653 6 . 945E+05 876. 0000 -6.3148 -8.9706 2. 6558 1. OOOE-30 0. 6300 0.4437

14. 0998 12. 6542 1. 4456 9. 631E-09 11.0031 17.4654 6 . 954E+05 876. 0000 - 6 . 6155 -7.4 327 0. 8172 1. OOOE-30 0. 6300 0.4437

13. 7196 13.2748 0. 4448 2. 786E-24 11. 0031 17.4654 6 . 961E+05 730. 0000 - 0 .0762 0.0000 0. 6300 0.4437 21.7096 1. 991E-04 11.1506 17.6994 Blocks: 33

6. 970E+05 876.0000 -0.0767 -40.9374 40.8607 l.O OOE-30 0. 6300 0.4437 21.6941 -0.2371 21. 9312 8. 852E-06 11.1583 17.7117

6. 979E+05 876.0000 -2.2146 -29. 9999 27.7853 1. OOOE-30 0. 6300 0.4437 19.0226 4 .1135 14.9091 3. 485E-06 11.1614 17.7166

6. 996E+05 1752. 0000 -4.11 86 -20.25 86 16.1400 1. OOOE-30 0. 6300 0.4437 16.6466 7. 9872 8. 6594 7. 852E-07 11.1628 17.7188

7. 049E+05 5256.0000 -4.8869 -16.3279 11. 4410 1 . OOOE-30 0. 6300 0.4437 15.6867 9.5493 6.1375 2. 838E-07 11.1643 17 . 7211 7 .154E+05 1. 051E+04 -5.7220 -12.0554 6. 3334 1. OOOE-30 0.6300 0.4437

14. 6452 11.2478 3.3974 4.603E-08 11.1 647 17.7219 7 .163E+05 876.0000 -6 .3232 -8.9792 2.6559 l.OOOE-30 0. 6300 0. 4437

13. 8957 12 .4710 1.4247 9.179E-09 11.1647 17. 7219 7 .172E+05 876.0000 -6.6239 -7. 4411 0 . 8172 1 . OOOE-30 0. 6300 0 . 4437 13.5210 13 . 0826 0. 4384 2. 744E-24 11.1647 17 . 7219 7 . 179E+05 730.0000 -0.0859 0. 0000 0. 6300 0.4437 21.4079 1. 931E-04 11.3077 17 . 9488 Blocks : 34 7 .188E+05 876.0000 -0.0864 -4 0. 9492 40.8628 l.OOOE-30 0 . 6300 0 . 4437

21. 3935 -0.2339 21.6274 8. 454E-06 11.3151 17 .9 605 7 .196E+05 876.0000 -2.2237 -30.0104 27.7868 1. OOOE-30 0. 6300 0 . 4437 18.7594 4. 0566 14.7028 3.329E-06 11.3180 17 . 9652 7 . 214E+05 1752.0000 -4 .127 1 -20.2680 16.1408 l.OOOE-30 0 . 6300 0 . 4437 16.4164 7 . 8768 8.5396 7.499E-07 11.3193 17.9673

7. 266E+05 5256.0000 -4 .8952 -16 .3369 11.4416 1. OOOE-30 0. 6300 0.4437 15 . 4699 9 . 4173 6.0526 2 . 711E-07 11.3207 17.9695

7. 372E+05 1. 051E+04 -5.7301 -12.0638 6. 3338 1. OOOE-30 0. 6300 0.4437 14 . 4428 11. 0923 3. 3504 4. 397E-08 11.3212 17.9703 7.380E+05 876.0000 -6. 3311 -8 . 9872 2. 6561 1. OOOE-30 0. 6300 0.4437 13.7037 12.2986 1.4050 8. 767E-09 11. 3212 17.9703

7. 389E+05 876.0000 -6.6317 -7.4489 0. 8173 1. OOOE-30 0. 6300 0 . 4437 13.3341 12.9018 0. 4323 2. 704E-24 11.3212 17.9703

7. 396E+05 730 . 0000 -0. 0951 0.0000 0.6300 0.4437 21.1234 1. 876E-04 11. 4599 18 .1905 Blocks: 35

7. 405E+05 876.0000 -0. 0955 -40 .9604 40.8649 1. OOOE-30 0. 6300 0.4437 21.1100 -0 . 2308 21.3408 8.090E-06 11.4670 18.2017

7. 414E+05 876.0000 -2. 2322 -30.0204 27.7881 l.OOOE-30 0. 6300 0.4437 18 . 5111 4. 0029 14.5082 3 .185E-06 11.4698 18.2062

7. 431E+05 1752.0000 -4. 1352 -20.2768 16 .14 17 1. OOOE-30 0 . 6300 0.4437 16.1992 7. 7726 8. 4266 7 . 177E-07 11.4711 18.2082

7. 4 84E+ 05 5256. 0000 -4 . 9031 -16.3453 11.4422 1. OOOE-30 0.6300 0. 4437 15.2653 9.2927 5. 9726 2 . 594E-07 11.4725 18.2103

7. 589E+05 1 . 051E+04 -5.7377 -12 . 0718 6. 3341 1. OOOE-30 0. 6300 0. 4437 14.2518 10. 9457 3 . 3061 4 . 208E-08 11.4729 18.2110

7. 598E+05 876.0000 -6 .3386 -8.9948 2. 6562 1. OOOE-30 0. 6300 0. 4437

13. 5225 12 . 1360 1. 3864 8. 390E-09 11.4729 18.2111

7. 607E+05 876.0000 -6. 6390 -7 .4563 0.8173 l.OOOE-30 0. 6300 0 .4 437 13.1578 12.7312 0. 4266 2. 667E-24 11.4729 18.2111

7. 614E+05 730 . 0000 -0.1037 0. 0000 0.6300 0.4437 20.8545 1 . 824E-04 11. 6077 1 8.4251 Report No. 1600539.401RO B-32 S )Strocfulalllllefrlly Associates. Inc.*

Blocks: 36 7 . 623E+05 876.0000 -0.104 1 - 40.9710 40 . 8668 1. OOOE-30 0. 6300 0 . 4437 20.8420 -0 .2278 21.0698 7 . 756E-06 11.6145 16.4359

7. 631E+05 876.0000 -2.2403 -30.0298 27.7895 l.OOOE-30 0. 6300 0.4437 18.2762 3. 952 1 14 .324 1 3. 054E-06 11. 6172 18.4401

7. 649E+05 1752.0000 -4 .1 428 - 20.2852 16 . 14 24 1. OOOE-30 0 . 6300 0. 4437

15. 9938 7 . 6740 8. 3198 6. 881E-07 11. 6184 18. 4 420

7. 702E+05 5256. 0000 -4 . 9105 -16.3532 11.4427 1. OOOE-30 0. 6300 0. 4437

15. 0718 9.1749 5.8969 2.487E-07 11 . 6197 16.4441

7. 807E+05 1. 051E+04 -5.7449 -12.0793 6.3344 l.OOO E- 30 0. 6300 0.4437 14.0712 10.8070 3.2642 4.034E-08 11. 6202 16.4446

7. 815E+05 876.0000 - 6.3456 - 9.0020 2. 6563 1. OOOE-30 0.6300 0 . 4437 13 .3511 11. 9822 1.3689 8.044E- 09 11.6202 16.4446

7. 824E+05 876.0000 - 6 . 6460 -7.4634 0.8173 l.OOOE-30 0. 6300 0. 4437 12 . 9911 12. 5699 0. 4212 2. 631E- 24 11. 6202 18.4446

7. 831E+05 730. 0000 -0.1119 0. 0000 0. 6300 0 . 4437

20. 5996 1. 776E- 04 1 1.7514 18. 6531 Bl ocks: 37 7 . 840E+05 876 . 0000 -0.1123 -40.9810 40.8687 1. OOOE- 30 0. 6300 0.4437 20.5878 -0.2250 20 .8129 7. 448E-06 11.7579 18. 6634

7. 84 9E+05 876.0000 -2.2480 -30. 0387 27.7907 1. OOOE- 30 0. 6300 0. 4437 18.0536 3.9040 14.1497 2 . 933 E- 06 11.7605 16 .6 675

7. 866E+05 1752 .0000 -4 . 1500 -20 .293 1 16.1431 1 . OOOE-3 0 0. 6300 0.4437 15.7990 7.5806 8. 2185 6. 608E-07 11.7616 16. 6693

7. 919E+05 5256.0000 -4 . 9175 -16.3 607 11.4432 1. OOOE-30 0. 6300 0.4437 14.8884 9. 0633 5. 8251 2. 389E-07 11.7629 16.6713

8. 024E+05 1. 05 1 E+04 -5.7517 - 1 2.0864 6. 3347 1. OOOE- 30 0. 6300 0.4437 13.9000 10.6755 3. 2245 3. 874E-08 11. 7633 16. 6720

8. 033E+05 876.0000 -6.3523 - 9. 0088 2. 6565 1. OOOE-30 0. 6300 0 .4437 1 3.1887 11. 8364 1. 3522 7 . 726E- 09 11.7633 16.6720

8. 042E+05 876.0000 -6.6526 -7.4700 0.8174 l.OOOE- 30 0. 6300 0.4437

12. 8330 12.4169 0.4161 2.598E- 24 11.7633 16.6720

8. 04 9E+05 730.0000 -0 . 11 97 0. 0000 0. 6300 0 . 4437 20.3575 1. 730E- 04 11.8911 16.6749 Blocks: 38

8. 058E+05 876.0000 -0.1201 -40.9905 40.8704 1. OOOE-30 0. 6300 0. 4437 20.3465 -0.2224 20.5689 7 .163E-06 11.8974 18. 8846

8. 067E+05 876 . 0000 -2.2553 -30.0472 27.7919 1. OOOE- 30 0. 6300 0.4437

17. 842 1 3. 8582 13. 9839 2. 821E- 06 11 . 8999 16. 686 6 8.084E+05 1752.0 000 -4 .1 568 -20 . 3007 16.1438 1. OOOE- 30 0. 6300 0.4437 15 . 6141 7.4918 8.1223 6. 356E- 07 11.9010 18. 6905 8 . 1 37E+05 5256 . 0000 -4 . 9242 -16.3679 11.4437 1. OOOE-30 0.6300 0.4437 14.7142 8. 9572 5.7570 2.298E-07 11. 9022 16. 6925

8. 242E+05 1. 051E+04 -5.7582 -12.0931 6. 3349 1 . OOO E-30 0. 6300 0 . 4437 13.7373 10.5505 3.1868 3. 727E-08 11.9026 18.6931

8. 250E+05 876.0000 -6. 3587 - 9. 0152 2. 6566 1. OOOE-30 0. 6300 0.4437

13. 0343 11.6979 1. 3364 7. 431E- 09 11.9026 1 6. 6931

8. 259E+05 876.0000 -6.6589 -7.4763 0. 8174 1. OOOE-30 0. 6300 0.4437 12.6828 1 2.2716 0. 4112 2. 566E-24 11.9026 16. 6931

8. 267E+05 730.0000 - 0. 1271 0. 0000 0. 6300 0.4437 20.1271 1 . 688E-04 12. 0272 19. 0909 Bl ocks: 39

8. 275E+05 876.0000 -0.1275 -40.9996 40.8721 1. OOO E-30 0. 6300 0.4437 20.1167 - 0.2199 20 . 3366 6.900 E- 06 12 . 0332 19 . 1005

8. 284E+05 876.0000 -2.2622 -30.0552 27.7930 1 . OOOE-30 0. 6300 0. 4437 17.6409 3.8147 13.8262 2. 718E- 06 1 2. 0356 1 9. 1043 8 . 302E+05 1752 .0000 - 4. 1 634 -20.3078 16. 1445 1. OOOE- 30 0. 6300 0.4437 15.4380 7. 4073 8. 0307 6 . 1 23E- 07 12. 0367 19. 1060

8. 354E+ 05 5256. 0000 -4 . 9305 -16.3747 11.4442 1. OOOE- 30 0. 6300 0. 4437 14 . 5483 8 . 8563 5 . 6921 2. 213E-07 12.0379 19. 1 078

8. 459E+05 1. 051E+04 -5.7644 - 12.0995 6. 3352 1. OOOE-30 0. 6300 0. 4437

13. 5825 10 . 4316 3.1509 3. 590E-08 12. 0382 19 . 1084

8. 468E+05 876.0000 -6.3647 -9.0214 2. 6567 1. OOOE-30 0. 6300 0. 4437 1 2.8874 11.5661 1.3213 7.159E-09 12. 0382 19 . 1064

8. 477E+05 876.0000 -6.6649 -7.4823 0. 8174 1. OOOE-30 0. 6300 0.4437

12. 5399 12 .1333 0. 4066 2. 536E-24 12. 0382 19 . 1064

8. 484E+05 730.0000 -0. 1342 0. 0000 0. 6300 0.4437 1 9.9075 1 . 648E-04 12 . 15 99 19.3015 Blocks: 40

8. 493E+05 876.0000 -0.1345 - 41.0082 40.8737 1. OOOE-30 0. 6300 0 . 4437 19 .8977 -0. 2175 20.1152 6. 655E-06 12.1657 19.3106 Report No. 1600539.401RO B-33 (JStnu:tum /nleflrlly Associates. Inc:'

8. 502E+05 876. 0000 - 2.2688 -30. 0629 27.7941 1. OOOE-30 0. 6300 0.4437 17.4490 3. 7732 13.6757 2. 62 1 E- 06 12.1680 19.3144 8 . 519E+05 17 52. 0000 -4.1696 -20.3147 16. 1451 1 . OOOE-30 0. 6300 0 . 4437 15.2701 7. 3268 7. 9433 5. 906E-07 12.1690 19 . 3160

8. 572E+05 5256. 0000 - 4. 9366 -16.3812 11. 4446 1. OOOE-30 0. 6300 0.443 7 14.3902 8 . 7600 5. 6302 2 .135E- 07 1 2. 1 702 1 9.3178

8. 677E+05 1. 05 1E+04 - 5.7702 -12.1 057 6. 3354 1. OOOE- 30 0 . 6300 0.4437 1 3.4349 10. 3182 3.1166 3. 463E-08 12 . 1705 19 . 3184

8. 686E+05 876.0000 - 6.3705 - 9. 0273 2 . 6568 1. OOOE-30 0. 6300 0.4437 1 2 . 7474 11.4404 1. 3070 6 . 905E-09 12.1705 19. 3184

8. 694E+05 876.0000 - 6 . 6706 - 7 . 4881 0. 8175 1. OOOE-30 0. 6300 0.4437 12.4036 12. 0015 0 . 402 1 2. 507E-24 12.1705 19. 3184 8 . 702E+05 730. 0000 -0 .14 1 0 0. 0000 0. 6300 0 . 4437 1 9.6978 1. 610E-04 1 2.2893 19.5070 Blocks: 41

8. 71 0 E+05 8 7 6 . 0000 - 0 . 1413 -41.0165 40 .875 2 1. OOO E- 30 0. 6300 0.4437 19.6885 -0.2152 19 . 903 7 6. 427E-06 12.2950 19. 5 1 59

8. 719E+05 876 . 0000 - 2.2751 -30. 0703 27.795 1 1. OOO E- 30 0. 6300 0.4437 1 7.2656 3. 7336 1 3. 5321 2. 532E-06 12.2972 19 .5 1 95

8. 737E+05 1752.0000 -4. 1 755 -20.3212 16.1457 l.OOOE-30 0. 6300 0. 4437 1 5.1097 7.2498 7. 8599 5. 704E- 07 1 2.2982 1 9. 5211

8. 789E+05 5256 . 0000 - 4. 9424 -16.3874 11 .4451 1. OOOE- 30 0 . 6300 0.4437 14.2391 8. 6680 5.5711 2.062E-07 1 2.2993 1 9 . 5228

8. 894E+05 1. 05 1E+04 -5.7759 -12 .1 115 6. 3357 1. OOOE-30 0 . 6300 0.4437

13. 2939 10.2099 3.0839 3.344E- 08 12.2996 19. 5233

8. 903E+05 876.0000 - 6.3760 - 9 . 0329 2. 6569 1 . OOOE-30 0 . 6300 0.4437 1 2. 6136 11. 3203 1. 2933 6. 669E-09 12. 2996 19 . 5233

8. 9 1 2E+ 05 876.0000 - 6.6760 -7 . 4935 0. 8 1 75 1. OOOE-30 0. 6300 0.4437 12.2734 11 .8755 0.3979 2.479E- 24 1 2.2996 19.5233

8. 919E+05 730.0000 -0.1474 0 . 0000 0. 6300 0.4437 19 .4972 1. 575E- 04 1 2. 4158 19.7077 Blocks : 42

8. 928E+05 876.0000 -0.1477 -4 1. 0243 4 0.8 7 66 1. OOOE- 30 0. 6300 0. 4437 19 .4884 -0 .2 1 30 1 9.7014 6.214E-06 1 2. 4212 1 9.7163

8. 937 E+05 876 . 0000 -2.2811 -30. 0773 27 . 7961 1. OOOE- 30 0. 6300 0.4437 17.0903 3. 6956 1 3.3946 2 . 448E-06 1 2. 4234 19.7197

8. 954E+05 1752.0000 - 4. 1 812 -20.3275 16.1463 l.OOOE-30 0. 6300 0. 4437 14 . 9563 7 .1 762 7. 7801 5. 515E-07 12. 4243 19.7213

9. 007E+05 5256 . 0000 -4.9479 -16.3934 11 .445 5 1. OO OE-30 0. 6300 0. 4437 14.0946 8 . 5800 5. 5145 1 . 994E-0 7 12. 4254 19. 7229

9. 11 2E+05 1. 051E+04 -5 .78 12 -12.1171 6. 3359 1. OOOE-30 0. 6300 0.4437 13.1589 10.1063 3. 0526 3. 234E- 08 1 2.4257 19. 7235 9 . 1 21E+05 876.0000 - 6. 3812 -9.0382 2.6570 l.OOOE-30 0. 6300 0 . 4437 1 2.4856 11. 2054 1. 2801 6. 448 E-09 12.4257 19 . 7235 9 . 1 29E+05 876.0000 - 6.6812 - 7.4988 0. 8175 1. OOOE- 30 0. 6300 0 . 4437 1 2.1489 11.7550 0. 3939 2. 453 E-24 12.4257 19. 7235 9 . 137E+05 730.0000 -0.1536 0. 0000 0. 6300 0 . 4437 19.3050 1. 54 1E-04 12.5394 19. 9039 Bl ocks: 43 9 .145E+05 876.0000 - 0 .1 539 - 4 1. 03 1 9 40 . 8780 l.OOOE- 30 0. 6300 0. 4437 1 9.2967 - 0.2109 19.5076 6.0 1 4E-06 12.5446 1 9.9122 9 . 1 54E+05 8 7 6.0000 - 2 . 2869 - 30 .0840 27. 7971 1 . OOOE- 30 0. 6300 0.4437 16.9223 3 . 6593 1 3.2630 2. 369E- 06 12.5467 19. 9155 9 . 172E+05 1752.0000 - 4 .1866 -20 .3335 1 6.1468 l. OOOE-30 0 . 6300 0.4437 14.8093 7.1057 7. 7037 5. 338E-07 1 2.5476 1 9 . 9170 9 . 224E+05 5256. 0000 - 4. 9532 - 1 6.3991 11. 4459 1. OOO E- 30 0. 6300 0.4437 13.9561 8. 495 8 5. 4604 1. 930E-07 12.5487 19.9186

9. 329E+05 1 . 051E+04 -5.7864 -12.1225 6. 3361 1. OOOE-30 0. 6300 0. 4437

13. 0297 10.0071 3. 0226 3 .130E-08 1 2.5490 19. 9191

9. 338E+05 876 . 0000 -6. 3863 -9 . 0434 2. 6571 1. OOOE-30 0. 6300 0 . 4437 12.3629 11. 0954 1.2676 6.24 1E- 09 12.5490 19. 919 1

9. 34 7E+05 876 . 0000 -6. 6862 -7.5038 0.8176 l.OOOE-30 0. 6300 0.4437 12 . 0295 11. 6395 0. 3900 2. 428E- 24 1 2.5490 19. 9191

9. 354 E+05 730.0000 - 0.1595 0. 0000 0. 6300 0.4437 19 .1207 1. 509E-04 1 2. 6602 20 . 0957 Bl ocks: 44

9. 363E+05 876.0000 - 0. 1 598 -41.0391 40.8794 1. OOOE- 30 0. 6300 0. 4437 1 9.1128 -0.2089 1 9.3217 5. 827E- 06 12.6653 20 .1 038

9. 372E+05 876.00 00 -2.2925 -30 . 090 5 27 . 7980 1. OOOE-30 0. 6300 0. 4437 1 6.7611 3. 6245 13.1367 2. 296E-06 12.6673 20 .1 070

9. 389E+05 17 52. 0000 - 4 .1918 -20.3392 16.1474 l.OOOE-30 0. 6300 0.4437

14. 6683 7. 0380 7. 6303 5 . 1 72E-07 1 2. 6683 20.1085 Report No. 1600539.401RO B-34 l )stntctuiVI llllegrtty Associates. Inc:'

9.442E+05 5256.0000 -4.9583 -16.4045 11 . 44 62 1. OOOE-30 0 . 6300 0 . 4437 13 . 8233 8.4149 5 . 4084 1.870E-07 12 . 6692 20.1100 9 . 54 7E+05 1. 051E+04 -5.7913 -12.1276 6 . 3 3 63 1. OOOE-30 0 . 6300 0.4437 12 . 9057 9. 9118 2. 9939 3. 033E- 08 12 . 6696 20.1105

9. 556E+ 0 5 876.0000 -6.3911 -9 . 0483 2 . 6572 1. OOOE-30 0. 6300 0. 4437 12.2453 10.9898 1. 2555 6 . 047E-09 12. 6696 20.1105

9. 564E+05 876 . 0000 -6 . 6910 -7 . 5086 0.8176 l.OOOE-30 0. 6300 0 . 4437

11. 9150 11 . 5287 0. 3863 2. 404E-24 12. 6696 20.1105

9. 572E+05 730.0000 -0.1652 0. 0000 0. 6300 0.4437 18.9437 1. 479E-04 12.7785 20.2835 Blocks: 45 9 .5 81E+05 876 . 0000 -0.1655 -41.0461 40.8806 1. OOOE-30 0. 6300 0.4437 18.9361 -0.2070 19.1431 5 . 651E-06 12.7835 20.2914 9.589E+05 876 . 0000 -2.2978 -30 . 0967 27.7989 l.OOOE-30 0. 6300 0.4437 16.6063 3. 5910 13.0153 2 . 226E-06 12 . 7854 20.2945

9. 607E+05 17 52. 0000 -4 . 1969 -20 . 3447 16 . 14 79 1. OOOE-30 0. 6300 0 . 4437 14.5329 6.9731 7 . 5598 5 . 016E-07 12.7863 20.2959

9. 659E+05 5256 . 0000 -4. 9632 -16.4098 11.4466 l.OOOE-30 0. 6300 0. 4437 13.6957 8 . 3372 5. 3585 1. 814E-07 12.7873 20.2974

9. 764E+05 1. 051E+04 -5.7961 -12.1326 6.3365 l.OOOE-30 0. 6300 0. 4437 12.7866 9. 8203 2 . 9662 2 . 941E-08 12.7876 20 . 2979

9. 773E+05 876.0000 -6.3958 -9.0530 2. 6572 1. OOOE-30 0. 6300 0.4437 12.1322 10.8883 1. 2439 5. 865E-09 12.7876 20,2979

9. 782E+05 876.0000 -6. 6956 -7.5132 0.8176 l.OOOE-30 0 . 6300 0.4437 11.8051 11. 4223 0. 3827 2. 380E-24 12.7876 20 . 2979

9. 789E+05 730.0000 - 0.1707 0. 0000 0 . 6300 0. 4437

18. 7734 1. 450E-04 12. 8944 20 .4 674 Blocks: 46

9. 798E+05 876 . 0000 -0 . 1709 - 41.0528 40.8819 1. OOOE-30 0. 6300 0.4437 18.7662 - 0 . 2051 18 . 9714 5. 486E-06 12. 8992 20.4751

9. 807E+05 876.0000 - 2 . 3029 -30.1026 27.7997 1. OOOE-30 0 . 6300 0.4437 16 . 4574 3 . 5588 12.8986 2 .161E-06 12 . 9011 20.4781

9. 824E+05 17 52. 0000 -4 . 2017 -20 . 3500 16.1484 1. OOOE-30 0 . 6300 0. 4437 14 . 4026 6. 9106 7. 4921 4. 869E-07 12.9020 20.4794

9. 877E+05 5256 . 0000 -4.9679 -16.4148 11.4469 1. OOOE-30 0 . 6300 0 . 4437 13 . 5730 8. 2625 5. 3105 1 . 761E-07 12 . 9029 20 . 4809 9 . 982E+05 1. 051E+04 - 5 . 8006 -12 . 1373 6. 3367 1. OOOE-30 0. 6300 0 . 4437 12 . 6720 9. 7324 2 . 9397 2. 855E-08 12 . 9032 20.4814 9 . 991E+05 876 . 0000 -6 . 4002 -9.0576 2. 6573 1. OOOE-30 0 . 6300 0.4437 12 . 0235 10 . 7908 1. 2328 5. 694E-09 12. 9032 20.4814 1 . OOOE+06 876.0000 -6 . 7000 -7.5177 0.8176 l.OOOE-30 0 . 6300 0. 4437 11 . 6993 11.3200 0. 3793 2. 358E-24 12. 9032 20 . 4814

1. 001E+06 730 . 0000 - 0.1760 0.0000 0 . 6300 0 . 4437 18 . 6095 1. 423E-04 13.0080 20 . 6477 Blocks: 47 1 . 002E+06 876.0000 - 0 . 1762 -41.0593 40 . 8831 1 . OOOE-30 0 . 6300 0.4437

18. 6 027 -0 . 2033 18 . 8060 5. 330E-06 13 . 0126 20 . 6551

1. 002E+06 876.0000 -2 . 3079 -30.1084 27 . 8005 1. OOOE-30 0. 6300 *0 . 4437 16 . 3141 3.5278 12 . 7863 2 .lOOE-06 13 . 0145 20.6580

1. 004E+06 1752.0000 -4.2063 -20.3551 16 . 1488 1. OOOE-30 0 . 6300 0. 4437 14.2772 6 . 8504 7 . 4268 4 . 731E-07 13. 0153 20 . 6593

1. 009E+06 5256 . 0000 -4 . 9724 -16.4197 11.4473 1. OOOE-30 0. 6300 0 . 4437 13 . 4548 8.1906 5 . 2642 1. 710E-07 13. 0162 20 . 6608

1. 020E+06 1. 051E+04 -5 . 8050 -12.1419 6 . 3369 1. OOOE-30 0. 6300 0.4437 12.5617 9. 64 76 2 . 9141 2. 774E-08 13. 0165 20.6612

1. 021E+06 87 6. 0000 - 6. 4045 -9.0619 2. 6574 1. OOOE-30 0. 6300 0 . 4437 11.9189 10 . 6968 1 . 2220 5 . 532E-09 13. 0165 20.6612 1 . 022E+06 876.0000 -6 . 7043 -7 . 5220 0 . 8177 l.OOOE-30 0 . 6300 0 . 4437 11.5975 11.2215 0 . 3760 2. 336E-24 13. 0165 20 . 6612 1 . 022E+06 730. 0000 -0.1811 0. 0000 0. 6300 0 . 4437 18 . 4516 1. 396E-04 13.1193 20 . 8244 Blocks: 48

l. 023E+06 876 . 0000 -0 . 1813 -41. 0655 40.8842 1. OOOE-30 0 . 6300 0 . 4437 18 . 4450 -0 . 2016 18.6466 5.182E-06 13 . 1239 20.8316 1.024E+06 876 . 0000 -2 . 3126 -30.1139 27.8013 1. OOOE-30 0. 6300 0. 4437 16 . 1759 3 . 4979 12.6780 2 . 042E-06 13 . 1257 20 . 8345

1. 026E+06 1752.0000 -4.2108 -20. 3601 16 . 1493 1. OOOE-30 0 . 6300 0 . 4437 14.1563 6 . 7924 7.3640 4.600E-07 13.1265 20.8358 1 . 031E+06 5256 . 0000 -4 . 9767 -16.4243 11.4476 l.OOOE-30 0.6300 0.4 4 37 13.3409 8 . 1213 5. 2197 1. 663E-07 13.1273 20. 8372

1. 042E+06 1. 051E+04 -5.8093 -12.1463 6. 3371 1. OOOE-30 0. 6300 0 . 4437

12. 4554 9. 5660 2 . 8894 2.697E-08 13.1276 20 . 8376 Report No. 1600539.401RO B-35 !l}Slntctunrl hltetJrlly Assoclales, Inc.*

1. 043E+06 876.0000 -6.4087 -9. 0662 2. 6575 1. OOO E- 30 0 . 6300 0.4437 11 .8 1 80 10. 6063 1. 2117 5. 3 7 9E- 09 1 3. 1 2 7 6 20 . 8376

1. 043E+06 876.0000 -6.7084 -7.5261 0. 8177 1 . OOOE- 30 0. 6300 0.4437 11.4993 11.1265 0 . 3728 2.3 1 6E-24 13 . 1276 20.8376

1. 044E+06 730.0000 -0.1860 0. 0000 0. 6300 0. 4437 18 . 2992 1. 371E-04 13 . 2286 20.9979 Blocks: 49

1. 045E+06 876.0000 - 0. 1 862 -41.0715 40 . 8853 1. OOOE-30 0. 6300 0.4437 18.2929 -0.2000 18.4928 5.042E- 06 13. 2330 21.0049

1. 046E+06 876.0000 -2 . 3 1 72 - 30.1192 27.8020 1. OOOE-30 0. 6300 0.4437 16.042 6 3.4691 12.5735 1. 987 E-06 13.2347 2 1. 0076

1. 048E+06 1752 . 0000 -4. 215 1 - 20.3648 1 6.14 97 1. OOO E- 30 0. 6300 0.4437

14. 03 9 7 6. 7364 7 . 3033 4. 4 7 6E- 07 1 3. 2355 2 1. 0089

1. 053E+06 5256 . 0000 -4 . 9810 -1 6 . 4289 1 1.4479 l.OOOE- 30 0. 6300 0.4437 1 3 . 2310 8. 0544 5.1767 1 . 618 E- 07 13.2364 21. 0102

1. 063E+06 1 . 051E+04 -5. 8 1 34 -12.1506 6. 3372 1 . OOOE-30 0. 6300 0.4437 1 2 . 3528 9.4872 2. 8656 2. 625E- 08 13.2366 21. 0 1 07

1. 064E+06 876.0000 -6.4 1 27 - 9 . 0702 2. 6575 1. OOOE- 30 0. 6300 0. 4437 11 .7206 1 0.5189 1. 2017 5. 234 E- 09 1 3.2366 21 . 0107

1. 065E+06 876.0000 -6. 71 24 -7.5301 0. 8177 1. OOO E-30 0. 6300 0.443 7 11 . 4046 11.0348 0. 3698 2. 296E- 24 13.2366 21 . 0107

1. 066E+06 730.0000 -0.1907 0. 0000 0 . 6300 0. 4437 18.1520 1. 348 E- 04 1 3.3358 2 1.1 68 1 Bl ocks: 50

1. 067E+06 876.0000 - 0. 1 90 9 - 41.0773 40 . 8864 1. OOOE-30 0. 6300 0.4437 18.1460 - 0. 1 984 1 8.3443 4 . 910E-06 13.3401 2 1. 1749

1. 068 E+06 876.0000 -2.32 1 6 - 30.1244 27. 8027 1 . OO OE-30 0 . 6300 0 . 4437

15. 9138 3 . 4412 1 2. 4 726 1. 935E- 06 13.3418 2 1. 1776

1. 069E+06 1 752.0000 -4.2 1 93 -20.3694 1 6.1501 1. OOO E- 30 0 . 6300 0.4437

13. 9270 6. 6823 7. 2447 4 . 359E- 07 13.3426 21. 17 88

1. 075E+06 5256.0000 -4. 9850 -16.4332 11. 44 82 1 . OOOE- 30 0. 6300 0.4437

13. 1 249 7 . 9897 5.1351 1. 576E- 07 13.3434 21.180 1 1 . 085E+ 06 1 . 051 E+04 -5.81 7 3 - 12.1547 6.337 4 l.OOO E- 30 0. 6300 0. 4 4 3 7 1 2.2537 9 . 4111 2.8426 2.5 5 6E- 08 1 3 . 3 4 37 21. 1 806

1. 086E+ 06 876.0000 -6.4 1 66 -9.0742 2. 6576 1. OOO E- 30 0. 6300 0.4437 11.6266 10.4346* 1.1921 5. 097 E- 09 1 3. 3437 21.1806

1. 087E+06 876.0000 -6. 71 62 - 7.5339 0. 8177 1. OOO E- 30 0. 6300 0.4437 11.3 1 3 1 1 0.9463 0. 3668 2. 276E- 24 13.3437 2 1. 1806

1. 088 E+06 730.0000 - 0.1953 0. 0000 0 . 6300 0.4437 18.0098 1 . 325E- 04 13. 4 411 21.33 5 3 Bl ocks: 51

1. 089E+06 876.0000 -0. 1 955 - 4 1. 0829 40.8874 l.OOOE-30 0 . 6300 0.4437 1 8.0040 -0 .1 968 18.2008 4. 7 84 E- 06 1 3.4453 2 1. 3419 1 . 089E+06 876.0000 - 2.3259 -30. 1 294 27.8034 1 . OOOE- 3 0 0. 6300 0.4437 15.7893 3. 41 43 1 2.3750 1. 885 E- 06 13.4470 2 1. 344 5

1. 091 E+06 1752.0000 -4.2233 -20.3738 16.1505 1 . OOO E- 30 0. 6300 0.4437 13.8 1 8 1 6. 6301 7.1880 4.247 E- 07 13 . 4477 21.34 5 7

1. 096E+06 5256. 0000 -4.9889 -1 6.4374 1 1. 4485 1. OOOE- 30 0. 6300 0. 4437 1 3 . 0223 7. 9273 5. 0950 1. 536E- 07 13.4485 21.3470 1.1 07E+06 1. 051E+04 -5.82 11 - 1 2.1587 6. 3376 1. OOOE- 30 0. 6300 0.4437 1 2. 1 579 9 . 3375 2. 8204 2. 491E- 08 1 3.4488 21.3474 1 . 1 08 E+06 8 7 6.0000 - 6.4203 -9.0780 2. 6577 1. OOOE-30 0. 6300 0 . 4437 1 1.5358 10 . 3530 1.1827 4. 966E-09 13.4488 21.347 4 1 . 1 09 E+06 876.0000 -6. 71 9 9 - 7.5376 0 . 8 1 77 1. OOO E- 30 0. 6300 0.4 4 37 1 1. 22 4 7 10.8607 0. 3639 2. 2 58 E- 24 13.4488 2 1. 347 4 1.109E+06 730.0000 -0.1997 0.0000 0. 6300 0. 4437 17.8722 1 . 303 E- 04 13.5446 21.4995 Bl ocks: 52 1 .110E+ 06 876.0000 - 0 .1 999 -41.0883 40.8884 l. OOOE- 30 0. 6300 0.443 7 1 7.8666 - 0.1953 1 8 . 0619 4 . 665E- 06 13.5487 21.5060 1 .111E+ 06 8 7 6.0000 -2.3301 - 30.1342 27 . 804 1 1. OOOE- 30 0. 6300 0.4437

15. 6689 3.3883 1 2.2806 1 . 838E-06 13. 5503 21.5086 1.113 E+ 06 1752.0000 -4.22 7 2 -20.378 1 16. 1509 1. OOOE-30 0 . 6300 0 . 4437

13. 7128 6.5795 7. 1332 4 . 14 1E-07 1 3.55 1 1 2 1. 5097

1. 11 8 E+06 5256.0000 -4. 9927 -16.4415 11. 4488 1. OOOE-30 0. 6300 0.4437

12. 9230 7 . 8669 5. 0562 1. 497E- 07 1 3. 5518 21.5 11 0 1.129E+06 1. 051E+04 -5.8248 -12. 1 625 6. 3377 1. OOOE- 30 0. 6300 0.4437

12. 0652 9 . 2664 2. 7989 2. 429 E- 08 1 3.552 1 21.5114 1.130E+06 876.0000 -6.4239 - 9.0817 2. 6577 1. OOO E- 30 0. 6300 0. 4437 11.4478 10.2741 1.1737 4. 842 E- 09 13.552 1 21. 5114 1.130E+06 876.0000 -6.7235 - 7.5412 0. 8178 1. OOOE- 30 0 . 6300 0.4437 11 . 1391 10.7780 0.3611 2.240E- 24 1 3. 5521 2 1 .5114 Report No. 1600539.401RO B-36 e Stlllatul'lfl Jntegrlly Associates, Ina.*

1. 131E+06 730. 0000 -0.2040 0. 0000 0 . 6300 0 . 4437 17.7389 1. 282E-04 13.6464 21.6610 Blocks: 53

1. 132E+06 876.0000 -0 . 2042 -41.0935 40 . 8894 1. OOOE-30 0. 6300 0. 4437 17.7336 -0 . 1938 17.9274 4. 551E-06 13. 6504 21.6673

1. 133E+ 06 876.0000 - 2.3341 - 30 . 1388 27.8048 1. OOOE-30 0. 6300 0 . 4437 15.5523 3 . 3631 12.1892 1. 793E- 06 13. 65 1 9 21.6698 1.135E+06 1752.0000 - 4.2310 - 20.3823 1 6.15 1 3 1. OOOE-30 0 . 6300 0.4437

13. 6107 6. 5306 7 . 0801 4. 040E-07 1 3 . 6526 2 1. 6710

1. 14 OE+06 5256. 0000 -4. 9964 -16.4455 11. 44 90 1. OOOE-30 0. 6300 0. 4437 12 . 8269 7. 8083 5. 0186 1. 461E-07 13. 6534 21.6722 1.150E+06 1. 051E+04 -5. 8284 -12.1663 6 . 3379 1. OOOE-30 0. 6300 0. 4437 11.9755 9. 1974 2. 778 1 2 . 369E-08 13. 6536 21.6726

1. 151E+06 876.0000 -6.4274 -9.0852 2 . 657 8 1 . OOOE- 30 0. 6300 0. 4437

11. 3627 10.1977 1.1650 4. 725E-09 13. 6537 21.6726

1. 152E+06 876.0000 -6.7269 - 7.5447 0. 8178 1. OOOE-30 0 . 6300 0 . 4437

11. 0563 10.6978 0 . 3585 2. 222E-24 13. 6537 21.6726 1 . 153E+06 730. 0000 -0.208 1 0 . 0000 0 . 6300 0.4437 17.6098 1. 261 E-04 13.7464 21.8198 Blocks: 54 1.154E+06 876.0000 - 0 . 2083 -41.0986 40.8903 1. OOOE-30 0 . 6300 0 . 4437 17.6047 -0.1924 17. 7971 4. 443E-06 13.7503 21. 8260

1. 155E+06 876 . 0000 - 2 . 3380 -30.1434 27. 8054 1. OOOE-30 0.6300 0. 4437

15. 4393 3.3386 12.1007 1. 751E-06 13.7518 21. 8284 1 .1 56E+06 1752.0000 - 4 . 2346 - 20.3863 16 . 1517 1. OOOE-30 0 . 6300 0. 4437 1 3. 5119 6. 4 832 7.0287 3.944E-07 13.7525 21. 8295 1.162E+06 5256.0000 -5. 0000 -1 6.4493 11.4493 1. OOOE-30 0. 6300 0. 4437 12.7338 7. 7516 4 . 982 1 1.426E-07 13.7533 21. 8307

1. 172E+06 1. 051E+04 -5 . 83 1 9 -12.1699 6. 3380 1. OOO E-30 0. 6300 0.4437 11.8886 9 . 1307 2. 7 579 2. 313E-08 13.7535 21. 8311

1. 1 73E+06 876 . 0000 -6 . 4308 -9. 0887 2. 6579 1 . OOOE-30 0. 6300 0.443 7 11 . 2802 10 . 1236 1. 1565 4 . 6 1 2E-09 13.7535 21.8311 1.174E+06 876.0000 -6 . 7303 -7.5481 0. 8 17 8 1. OOOE-30 0. 6300 0 . 4437 10.9760 10. 6201 0. 3559 2. 206E-24 1 3.7535 21. 831 1 1.175E+06 730. 0000 -0.2122 0 . 0000 0. 6300 0. 4437 17.4846 1 . 242 E- 04 1 3 . 8448 21.9760 Blocks: 55 1 .176E+06 876 . 0000 - 0.2 123 -41.1035 40.8912 1. OOOE-30 0 . 6300 0.4437 17.4797 -0 . 1911 17.6708 4 .3 40E-06 13.8486 21.9821 1.176E+06 876 . 0000 - 2 . 3417 -30.1478 27. 8060 1. OOO E- 30 0 . 6300 0.4437 15 . 3298 3 . 3 1 49 12 . 0148 1. 710E- 06 13.8501 21. 9844

1. 1 78E+06 1752 . 0000 -4.2382 -20.3902 16.1520 1. OOOE-30 0. 6300 0.4437 13.4160 6.4372 6 . 9788 3 . 853E-07 13 . 8508 21. 9855 1.183E+06 5256 . 0000 -5 . 0035 -16.4530 11.4495 1. OOOE-30 0.6300 0 . 4437

12. 6434 7 . 6967 4. 9468 1. 393E-07 13. 8515 21. 9867

1. 1 94E+06 l. 05 1E+04 -5. 8352 -12 . 1734 6. 3381 1. OOOE-30 0. 6300 0.4437 11.8042 9. 0659 2. 7383 2. 259E-08 13. 8518 21.9871 1 .195E+06 876.0000 -6 .4 34 1 -9 . 0920 2. 6579 1 . OOOE-30 0. 6300 0.4437 11.2002 10. 0518 1.1483 4. 505E-09 13. 85 18 21. 98 71 1 .1 96E+06 876.0000 -6.7335 -7 . 5514 0 . 8178 l.OOOE-30 0. 6300 0.4437 10 . 8981 10.5448 0 . 3533 2 .189 E-24 13. 8518 21. 9871

1. 1 96E+06 730. 0000 -0 . 2161 0. 0000 0. 6300 0.4437 17 . 3632 1. 223E- 04 13.9417 22 .1298 Blocks: 56 1.197E+06 876.0000 -0.2162 -41.1083 40. 8921 1. OOOE-30 0. 6300 0. 4437 17 . 3584 -0. 1897 17. 54 81 4. 241E-06 1 3 . 9454 22 .1357 l.l98E+06 876.0000 - 2. 3454 -30.1520 27 . 8066 1. OOOE-30 0. 6300 0 . 4437 15 . 2234 3. 2919 11. 93 15 1 . 671E-06 13.9469 22.1380

1. 200E+06 1752.0000 - 4 . 24 16 -20 . 3940 16.1524 1. OOOE-30 0.6300 0.4437 1 3.3230 6. 3925 6. 9305 3. 765E-07 1 3.9475 22.1391 1 . 205E+06 5256. 0000 - 5 . 0068 -1 6.4566 11.4498 1. OOO E-30 0. 6300 0 . 4437 12.5558 7. 6433 4 . 9125 1. 361E-0 7 13.9482 22.1402

1. 216E+06 1. 051E+04 -5 . 8385 -12.1768 6 . 3383 1. OOOE-30 0. 6300 0. 4437 11.7224 9. 0030 2 . 7194 2. 208E-08 13.9485 22.1406

1. 217E+06 876.0000 -6.4373 -9. 0953 2 . 6580 1. OOOE-30 0. 6300 0. 4437 11.1225 9. 982 1 1.1404 4.403E-09 13.9485 22 . 1406

1. 217E+06 876.0000 -6.7367 -7.5546 0 . 8178 l.OOOE-30 0. 6300 0.4437

10. 8226 10.4717 0.3509 2.173E- 24 13.9485 22.1406

1. 218E+06 730.0000 -0.2199 0. 0000 0 . 6300 0. 4437 17.2452 1. 205E-04 14.0371 22.2812 Blocks: 57 Report No. 1600539.401RO B-37 S)Stnu:tutalllllefrlly Associates. Inc.*

1. 219E+06 876.0000 -0 . 2200 -41.1130 40.8929 1. OOOE-30 0 . 6300 0. 4437 17.2406 - 0.1885 17.4290 4.147E-06 14.0407 22.2869

1. 220E+06 876 . 0000 - 2.3489 - 30.1562 27 . 8072 1. OOOE-30 0. 6300 0.4437 15.1202 3. 2696 11. 8505 1. 634E-06 14. 0421 22.2892 1 . 222E+06 17 52. 00 0 0 -4.2450 -20 . 3977 16.1527 1. OOOE- 30 0. 6300 0.4437 13.2326 6 . 3492 6. 8835 3. 682E-07 14.0428 22.2902 1 . 227E+06 5256. 0000 -5 . 0101 -16 . 4601 11 . 4500 1. OOOE- 30 0. 6300 0. 4437 12.4706 7. 5915 4. 8792 1. 331E-07 14.0435 22. 29 1 3 1 . 237E+06 1. 051E+04 -5.8417 -12.1801 6.3384 l.OOOE- 30 0. 6300 0. 4437

11. 6429 8 . 9420 2. 7009 2 .159E-08 14.0437 22.2917

1. 238E+06 876 . 0000 -6.4404 -9. 0984 2 . 6580 1. OOOE-30 0. 6300 0.4437 11.0471 9.9145 1.1326 4. 305E- 09 14. 0437 22 . 2917

1. 239E+06 876 . 0000 -6.7398 -7 .5576 0.8179 l.OOOE-30 0. 6300 0.4437 10.7492 10.4007 0. 34 85 2 .158E-24 14. 0437 22.2917

1. 240E+06 730 . 0000 -0.2236 0. 0000 0. 6300 0. 4437 17.1306 1.188E-04 14. 1310 22. 4302 Blocks: 58

1. 241E+06 876.0000 -0.2237 -41.1175 40.8938 1. OOOE- 30 0. 6300 0 . 4437 17.1261 -0.1872 17. 3133 4. 057E-06 14 .1345 22.4359

1. 242E+06 876.0000 -2. 3524 -30.1602 27. 8078 1. OOOE-30 0 . 6300 0.4437 15 . 0198 3.2479 11.7719 1. 599E-06 14 .1359 22 . 4381

1. 243E+06 1 752 . 0000 -4.2482 -20.4013 1 6. 1 530 1 . OOOE-30 0. 6300 0. 4437 13.1448 6 . 3070 6 . 8378 3.602E-07 14.1366 22 . 4391 1.249E+06 5256.0000 -5. 0132 -1 6.4635 11. 4503 1. OOOE-30 0. 6300 0. 4437 12.3879 7. 5411 4.8468 1.302E-07 14.1372 22 . 4402

1. 259E+06 1. 051E+04 -5 . 8447 -12.1833 6. 3385 1. OOOE-30 0. 6300 0. 4437 11.5657 8. 8827 2. 6830 2 . 112E- 08 14.1375 22 . 4405

1. 260E+06 876. 0000 -6. 4434 - 9.10 15 2. 658 1 1. OOOE-30 0 . 6300 0. 4437

10. 9738 9. 8487 1.1251 4. 2 1 2E- 09 14.1375 22.4406 1 . 261E+06 876.0000 - 6.7428 -7.5606 0. 8179 1. OOOE-30 0 . 6300 0.4437

10. 6779 10.3317 0. 34 62 2 . 143E- 24 14.1375 22.4406

1. 262E+06 730.0000 -0 . 2271 0. 0000 0. 6300 0.4437 17.0191 1.171E-04 14.2235 22.5771 Blocks : 59

1. 263E+06 876.0000 -0.2273 - 41.1219 40.8946 1. OOOE-30 0 . 6300 0.4437 17.0148 - 0 . 1860 17.2008 3. 970E-06 14 . 2270 22.5826

1. 263E+06 876.0000 - 2. 3558 - 30.164 1 27.8083 1. OOOE-30 0. 6300 0.4437 1 4. 9222 3 . 2268 11. 6954 1 . 565E- 06 1 4.2284 22.5848 1.265E+06 1752 . 0000 -4.2514 -20.4048 16. 1534 1 . OOOE-30 0. 6300 0.4437 1 3. 0594 6. 2661 6. 7934 3 . 525E-07 14.2290 22. 5858

1. 270E+ 06 5256.0000 -5.0163 -1 6.4668 11.4505 1. OOOE-30 0 . 6300 0 . 4437 12.3075 7. 4921 4. 8153 1. 275E-07 14.2296 22.5869

1. 281E+06 1. 051E+04 -5.8477 -12 . 1864 6 . 3387 1. OOOE-30 0. 6300 0 . 4437 11.4906 8 . 8250 2. 6656 2 . 067E-08 14 . 2299 22.5872

1. 282E+06 876.0000 -6.4464 -9.1045 2 . 6581 1 . OOOE- 30 0. 6300 0.4437

10. 9026 9 . 7847 1.1178 4 .122E- 09 14.2299 22.5872 1 . 283E+06 876 . 0000 -6.7457 -7 . 5636 0 . 8179 1. OOOE- 30 0 ..6300 0. 4437 10.6086 10.2646 0. 3439 2 . 1 28E-24 14.2299 22. 5872

1. 283E+06 730.0000 - 0 . 2306 0. 0000 0. 6300 0.4437 16.9107 1.155E-04 14 .3147 22.7219 Blocks: 60

1. 284E+06 876 . 0000 -0.2308 -41.1261 40 . 8954 1. OOOE- 30 0. 6300 0.4437 16.9065 -0.1848 17 . 0913 3. 888E-06 14.3181 22.7273 1.285E+06 876 . 0000 -2. 3590 - 30.1679 27. 8089 1. OOOE- 30 0. 6300 0.4437 14.8273 3. 2063 11. 6210 1. 532E-06 14. 3194 22.7294

1. 287E+06 1752 . 0000 -4.2545 - 20.4081 16.1537 1. OOOE- 30 0 . 6300 0.4437 12.9764 6 . 2262 6.7502 3.452E-07 14. 3201 22.7304

1. 292E+06 5256 . 0000 -5. 0193 - 16.4700 11.4507 1. OOOE-30 0. 6300 0.4437 12.2292 7.4445 4. 7847 1. 248E- 07 14. 3207 22.7314

1. 303E+06 1. 051E+04 -5. 8506 -12 . 1894 6. 3388 1. OOOE-30 0. 6300 0.4437 11.4175 8 . 7689 2. 6486 2. 024E-08 14. 3209 22.7317

1. 304E+06 876.0000 -6.4492 -9.1074 2. 6582 1 . OOOE-30 0. 6300 0 . 4437 1 0 . 8332 9. 7225 1.1107 4. 036E-09 1 4. 3209 22.7318 1 . 305E+06 876.0000 -6.7485 -7.5664 0 . 8179 1. OOOE-30 0. 6300 0.4437 1 0 . 5411 10.1993 0. 34 1 8 2 .114E-24 14. 3209 22 . 7318

1. 305E+06 730. 0000 - 0.2340 0. 0000 0 . 6300 0.4437 16 . 8052 1.139E-04 14.4046 22.8646 Blocks: 61

1. 306E+06 876.0000 -0 . 2342 - 41.1303 40.8961 1. OOOE- 30 0 . 6300 0 . 4437 16.8011 -0. 1837 16.9848 3 . 808E-06 14 . 4079 22.8699

1. 307E+06 876 . 0000 -2. 3622 - 30.1716 27 . 8094 1. OOOE-30 0 . 6300 0.4437 14.7349 3 . 1863 11 . 5486 1. 501E-06 14 . 4092 22. 8719 Report No. 1600539.401RO B-38 SJ Stnn:tuliiiiRiegrlty Associates, Inc.*

1. 309E+06 17 52. 0000 -4.2575 -20.4114 16 .154 0 1. OOOE- 30 0. 6300 0. 4437 12.8955 6.1874 6. 7081 3. 381E-07 14.4098 22. 8729

1. 314E+06 5256.0000 - 5. 0222 -16 . 4732 11.4 509 1. OOOE-3 0 0. 6300 0. 4437

12. 1530 7. 3981 4. 7549 1.223E-07 14.4105 22.8 739

1. 325E+06 1. 051E+04 - 5. 8535 -12.1924 6 . 3389 1. OOOE-30 0. 6300 0. 4437 11.3464 8. 7143 2. 6321 1 . 983E- 08 14 .4 1 07 22.8742 1 . 325E+06 876.0000 -6.4520 -9.1102 2 . 6582 1. OOOE-30 0. 6300 0.4437 10.7658 9. 6620 1.1038 3. 95 4 E- 09 14.4107 22.8 742

1. 326E+06 876.0000 -6.7512 -7 .5691 0. 8179 1. OOOE-30 0. 6300 0.4437 1 0.4754 1 0.1358 0. 3396 2 . lOOE-24 14. 41 07 22.8742

1. 327E+06 730. 0000 - 0 . 2373 0. 0000 0. 6300 0.4437 16.7024 1. 1 24E-04 14.4932 23. 0053 Blocks: 62

1. 328E+06 876 . 0000 - 0.2375 - 41.1343 40.8969 l. OOOE-30 0. 6300 0.4437

16. 6985 -0.1825 16 .8810 3. 732E- 06 14.4965 23. 0105

1. 329E+06 876.0000 - 2. 3653 -30 . 1752 27. 8099 1. OOOE-30 0. 6300 0.4437 14.6449 3 .1669 11.4781 1. 471E-06 14.4978 23. 0125

1. 330E+06 1 7 52. 0000 -4.2604 -20.4146 1 6.1543 1. OOOE-3 0 0. 6300 0. 4437

12. 8168 6.14 96 6 . 6671 3. 314E-07 14.4984 23. 0134

1. 336E+06 5256 . 0000 -5. 0251 -16.4762 11.4511 1. OOOE- 30 0. 6300 0.4437 12.0788 7. 3529 4 . 7259 1.198E-07 14.4990 23.0144

1. 346E+06 1. 051E+04 -5.8562 -1 2.1953 6. 3390 1. OOOE-30 0. 6300 0.443 7 11.2771 8. 6611 2. 6161 1. 943E-08 14.4992 23 . 0148

1. 34 7E+06 876.0000 - 6.4547 -9.1130 2 . 6583 1. OOOE- 30 0. 6300 0. 4437 1 0.7000 9. 6030 1. 0971 3. 87 5E-09 14 . 4992 23.0148

1. 348E+06 876.0000 -6.7539 -7 . 5718 0.8 17 9 l.OOOE-30 0 . 6300 0.4437 10.4115 10. 0739 0. 3376 2 . 087E-24 1 4.4992 23.0148

1. 349E+06 730. 0000 -0 .240 6 0. 0000 0. 6300 0.4437 1 6. 6022 1 . 109E-04 14 . 5807 23.1441 Blocks: 63

1. 350E+06 876.0000 - 0.2407 -41.1383 40.8976 l. OOOE-30 0. 6300 0 . 443 7 16.5984 -0.18 1 4 1 6.7799 3. 659E-0 6 14. 5839 23.1492

1. 351E+06 876.0000 - 2.3683 -30.1787 27. 8104 1 . OOOE-30 0. 6300 0. 4437 14 .5572 3.1479 11.4093 1. 442E-06 14.5852 23 .1 512

1. 352E+06 17 52.0000 - 4.2632 -20.4178 16 . 1546 1. OOOE-30 0. 6300 0 . 4437 12.7400 6.1128 6.6272 3.248E-07 1 4.5857 23 . 152 1

1. 358E+06 5256. 0000 - 5 .02 78 -16 .4792 11. 4513 1. OOOE- 30 0. 6300 0.4437 1 2. 0065 7. 3089 4. 6976 1.17 5E-07 14.5863 23. 1 530

1. 368E+06 1. 051E+04 - 5.8589 - 12.198 1 6. 3391 1. OOOE-30 0. 6300 0 . 4437 11 .2096 8. 6092 2. 6004 1. 905E- 08 14.5865 23. 1534

1. 369E+ 06 876 . 0000 - 6.4573 - 9.1157 2. 6583 1. OOO E-3 0 0. 6300 0 . 4437

10. 6360 9.5455 1. 0905 3. 799E-09 14.5865 23.1534 1 . 370E+06 876.0000 - 6.7565 -7. 5745 0. 8180 1. OOOE-30 0. 6300 0.4437 10 .3 492 10.0136 0. 3355 2. 074E-24 14 .5 865 23. 1 534 1 . 371E+06 730.0000 - 0. 2437 0 . 0000 0. 6300 0. 443 7 16.5045 1. 095E- 04 14.6670 23.2810 Blocks: 64

1. 371E+06 876.0000 -0 .2 438 -41.1421 40.8983 1. OOOE- 30 0. 6300 0. 4437

16. 5009 - 0. 1804 16.6813 3.588E-06 14 . 67 01 23.2860

1. 372E+06 876 . 0000 -2.3713 -30 . 1821 27.8 1 09 1. OOOE- 30 0. 6300 0. 4437 14 .4 717 3. 1 294 11.3423 1. 414E-06 14.6713 23 . 2880

1. 374E+06 1752.0000 -4 .2660 - 20 . 4208 16.15 48 1. OOOE-30 0. 6300 0.4437 1 2.6652 6.0769 6.5883 3.186E-07 14.6719 23.2889

1. 379E+06 5256. 0000 -5 .0305 - 16 . 4821 11 .4 515 1. OOOE-30 0. 6300 0.4437 11 .9 360 7. 2660 4. 6700 1.152 E-0 7 14 .6725 23.2898

1. 390E+06 1. 05 1 E+04 -5 .8616 -12 . 2008 6. 3392 1. OOOE- 30 0. 6300 0. 4437

11. 1438 8 . 5587 2. 5851 1. 869E-08 14. 6727 23.290 1

1. 391E+06 876. 0000 -6. 4599 -9.1183 2. 6584 1 . OOOE-3 0 0. 6300 0. 4437 10 . 5735 9.4894 1. 0841 3. 726E-09 14.6727 23.290 1

1. 392E+06 876.0000 - 6.7590 -7 .5770 0. 8180 1. OOOE-30 0. 6300 0. 4437 10.2884 9. 9548 0. 3336 2. 06 1 E-24 14 .672 7 23.290 1

1. 392E+06 730. 0000 - 0.2468 0. 0000 0. 6300 0 . 4437 1 6.4093 1 . 081E- 04 14.7521 23.4162 Blocks: 65 1 . 393E+ 06 876.0000 - 0.2469 -41.1459 40.8990 1. OOOE- 30 0. 6300 0. 4437 16.4057 - 0.1793 16. 5851 3. 520E-06 14 . 7552 23. 4211

1. 394E+06 876.0000 - 2.3741 -30.1855 27. 8113 1. OOOE- 30 0. 6300 0. 4437

14. 3883 3.1114 11.2769 1. 387E-06 14.7564 23. 4230

1. 396E+06 1 752.0000 - 4.2687 - 20. 4238 16 . 15 5 1 1. OOOE- 30 0. 6300 0.4437

12. 5922 6.0419 6 . 5503 3 . 126E-07 14.7569 23. 4239

1. 4 01E+06 5256. 0000 -5. 0332 -1 6 . 4849 11.4517 1. OOOE- 30 0. 6300 o. 4437 11.8672 7.224 1 4. 6431 1. 1 30E-07 1 4.7575 23.4248 Report No. 1600539.401RO B-39

1. 412E+06 1. 051E+04 -5.8641 -12.2035 6. 3393 1. OOOE-30 0. 6300 0. 4437 11.0796 8. 5093 2. 5702 1. 833E-08 14.7577 23.4251

1. 412E+06 876.0000 -6.4624 -9.1208 2. 6584 1. OOOE-30 0. 6300 0 . 4437 10.5126 9.4348 1. 0778 3. 655E- 09 14.7577 23. 4251

1. 413E+06 876.0000 - 6.7615 -7.5795 0. 8180 1. OOOE-30 0. 6300 0 . 4437 10.2291 9.8975 0.3316 2.049E-24 14.7577 23. 4251

1. 414E+06 730.0000 -0.2498 0. 0000 0. 6300 0.4437 16.3163 1. 068E-04 14.8361 23.5496 Blocks: 66

1. 415E+06 876.0000 -0.2499 -41.14 95 40.8997 1. OOOE-30 0. 6300 0. 4437

16. 3129 -0.1783 16.4912 3.455E-06 14. 8392 23.5544

1. 416E+06 876.0000 -2.3769 -30 . 1887 27.8118 1. OOOE-30 0.6300 0. 4437

14. 3069 3. 0937 11.2131 1. 362E-06 14.8404 23.5563

1. 418E+06 1752.0000 - 4.2713 -20.4267 16.1554 1 . OOOE-30 0. 6300 0.4437

12. 5210 6. 0077 6. 5133 3. 068E-07 14 .8409 23.5571

1. 423E+06 5256. 0000 -5. 0357 -16.4877 11.4519 1. OOOE-30 0.6300 0.4437

11. 8001 7 . 1833 4. 6168 1.109E-07 14.8415 23.5580

1. 433E+06 1. 051E+04 -5. 8666 -12.2061 6. 3395 1 . OOOE-30 0.6300 0.4437 11.0169 8 . 4612 2. 5557 1. 799E-08 1 4.8417 23. 5583

1. 434E+06 876 . 0000 -6.4648 - 9. 1233 2. 6585 1. OOOE-30 0. 6300 0.4437 10.4531 9. 3814 1.0717 3.588E-09 14 .84 17 23 . 5584

1. 435E+06 876.0000 - 6 . 7639 -7.5819 0. 8180 1. OOOE-30 0. 6300 0.4437 10.1712 9 . 8415 0.3298 2.036E- 24 14.8417 23.5584

1. 436E+06 730. 0000 - 0. 2527 0. 0000 0. 6300 0.4437 16.2256 1. 055E-04 14.9191 23. 6813 Blocks: 67

1. 437E+06 876 . 0000 -0.2528 - 41.1531 40.9003 1. OOOE-30 0. 6300 0.4437 16 .2222 -0.1773 16.3995 3.392E-06 14.9221 23. 6860

1. 438E+06 876.0000 -2.3797 -30 . 1919 27. 8122 1. OOOE-30 0.6300 0.4437 14.2274 3 . 0766 11.1508 1. 337E-06 14.9233 23.6879

1. 439E+06 1752.0000 -4.2739 -20.4295 16.1556 1. OOOE-30 0. 6300 0.4437 12.4514 5.9743 6. 4 771 3. 012E-07 14. 9238 23.6887

1. 445E+06 5256.0000 -5. 0383 -16.4903 11.4521 1 . OOOE-30 0. 6300 0.4437 11.7345 7. 1434 4. 5912 1. 089E-07 14 .92 44 23.6896

1. 455E+06 1. 051E+04 - 5. 8691 -12.2086 6. 3396 1. OOOE-30 0. 6300 0.4437 10 . 9557 8.4142 2.5415 1. 766E-08 14.9246 23.6899

1. 456E+06 876.0000 - 6 . 4672 -9.1257 2. 6585 1. OOOE-30 0. 6300 0.4437

10. 3951 9. 3293 1. 0658 3. 522E-09 14.9246 23. 6899

1. 457E+06 876.0000 - 6.7663 -7.5843 0. 8180 1. OOOE-30 0.6300 0.4437 10.1148 9. 7868 0. 3279 2. 025E- 24 14.9246 23.6899

1. 458E+06 730. 0000 - 0.2555 0. 0000 0. 6300

0.4437 16.1369 1. 042E-04 15.0011 23. 8114 Blocks: 68

1. 458E+06 876. 0000 -0.2556 -41. 1566 40.9010 1. OOOE-30 0. 6300 0.4437

16. 1337 -0.1764 16.3100 3.331E-06 15.0040 23.8160

1. 459E+06 876.0000 -2. 3823 -30.1950 27.8127 1. OOOE-30 0. 6300 0. 4437 14.1497 3. 0598 11. 0900 1. 313E-06 15. 0052 23.8178

1. 461E+06 1752.0000 -4.2764 -20.4323 16. 1559 1. OOOE-30 0. 6300 0.4437

12. 3835 5. 9417 6. 4417 2. 958E-07 15 . 0057 23.8187

1. 466E+06 5256. 0000 - 5.0407 -16.4930 11. 4523 1. OOOE-30 0. 6300 0. 4437 11.6705 7.1044 4. 5661 1. 070E- 07 1 5. 0062 23.8196

1. 4 77E+06 1. 051E+04 -5. 8714 -12.211 1 6. 3397 1. OOOE- 30 0. 6300 0. 4437 10.8960 8. 3683 2.5276 1. 735E-08 15. 0064 23.8199

1. 478E+06 876.0000 -6.4696 -9.1281 2. 6586 1. OOOE- 30 0. 6300 0. 4437 10 .3384 9. 2784 1. 0600 3. 459E-09 15. 0064 23.8199

1. 479E+06 876.0000 -6.7686 -7.5866 0. 8180 1. OOOE-30 0. 6300 0. 4437 10.0596 9.7334 0.3261 2.013E-24 15. 0064 23.8199

1. 4 79E+06 730.0 000 - 0 . 2583 0. 0000 0. 6300 0.4437 16.0503 1. 030E-04 15.0821 23. 9399 Blocks: 69

1. 480E+ 06 876.0000 -0.2584 -41.1600 40.9016 l.OOOE- 30 0 . 6300 0.4437 16.0471 -0.1754 16.2225 3. 273E-06 15. 0849 23.9445

1. 481E+06 876.0000 -2. 3850 -30.1980 27.8131 1. OOOE- 30 0. 6300 0.4437

14. 0739 3. 0434 11.0305 1 . 290E-06 15.0861 23.9462 1 . 483E+06 1752.0000 -4.2789 -20 . 4350 16.1561 1. OOOE-30 0. 6300 0.4437 12.3171 5. 9099 6.4072 2.906E-07 15.0866 23.9471

1. 488E+06 5256.0000 -5.0431 -16 . 4955 11. 4525 1. OOOE-30 0 . 6300 0.4437 11.6080 7. 0663 4. 5416 1. 051E-07 15. 0871 23.9479

1. 499E+06 1. 051E+04 -5.8738 -12.2135 6. 3398 1. OOOE-30 0. 6300 0.4437 10.8376 8. 3235 2. 5141 1. 704E-08 15.0873 23.9482

1. 4 99E+06 876.0000 -6.4718 -9.1304 2. 6586 1. OOOE-30 0. 6300 0 . 4437 10.2830 9.2287 1. 0543 3 . 398E-09 15. 0873 23.9482 Report No. 1600539.401RO B-40 I)Stnu:tunrlllllegrlty Associates. Inc.*

1o 500E+06 8760 0000 -6 077 0 9 - 7 05889 0 o 8180 1o OOOE-30 0 06300 0 04437 10 0 0057 9o 6813 0 o3244 2 o 002E-24 15 00873 23 0 9482

1. 501E+06 730 0 0000 -O o2610 0 0 0000 0 6300 0 Oo4437 15 0 9656 l. 019E-04 15 ol620 24o0669 Blocks: 70 lo 502E+06 876 o 0000 - 0 2611 0 -41. 1634 40 o 9022 1. OOOE- 30 0 0 6300 0 04437 15 0 9625 -Ool745 16o1370 3 o216E-06 15 ol649 24o0713

1. 503E+06 876 o 0000 - 2o3875 -30 02010 27 o 8135 1. OOOE-30 0 0 6300 Oo4437 13 0 9997 3 o0273 10 o 9724 1. 268E-06 15 01660 24 0 0731

1. 505E+06 17 52 o 0000 -4 o2813 -20 04377 16ol564 1. OOOE-30 0 0 6300 Oo4437 12 02522 50 8787 6 o3734 2o856E-07 15o1665 24 0739 0

1 o 510E+06 5256 o 0000 - 50 0454 -160 4981 11.4526 1. OOOE-30 Oo6300 Oo4437 11.5468 7 o0291 4 o5177 1. 033E-07 l5o1670 24 0748 0

1. 520E+06 1. 051E+04 -S o 8760 -12 o2159 6 o3398 l.OOOE-30 0 06300 Oo4437 10o7805 8o2796 2 o 5009 1. 675E-08 15 o1672 24o0750

1. 521E+06 876o 0000 -6o4741 -9 o1327 2 o 6586 1. OOOE-30 0 06300 Oo4437 10 02288 9 ol800 1.0487 3 o340E-09 15 ol672 24 o0750 1o 522E+06 876o 0000 -6o7731 -7 05911 0 o 8180 10 OOOE-30 0 0 6300 0 0 4437 9o9530 9 06303 0 o3227 1o 991E- 24 15 ol672 24 o0750 10 523E+06 730 o0000 -O o2637 0 00000 0 0 6300 0 0 4437 15 0 8828 lo 007E-04 15 o2411 24 o1924 Blocks: 71 l o524E+0 6 876 o 0000 -0 02638 -41.1666 40 9028 o 1. OO OE-30 0 0 6300 Oo4437 15o8798 - 0 01736 16o0534 3ol61E-06 15 o2439 24 ol968 l o525E+06 876o 0000 -2 03900 -30 02039 27 o 8139 10 OOOE- 30 0 0 6300 Oo4437 13 0 9272 3 0 0116 10 o 9155 1.246E-06 15 o2450 24 o1985

1. 526E+06 1752 o 0000 - 4 02836 -20 04402 16 o1566 1. OOOE- 30 Oo6300 Oo4437 12 o1887 So 8483 6 o3404 2 o807E-07 15 02455 24 o1993 10 532E+06 5256 0000 o -5 o0477 -16 05005 11 0 4528 1o OOOE-30 0 06300 0 04437 11.4870 6 0 9927 4 o 4943 l. 015E-07 l5o2460 24o2001 1 o542E+06 1 0 051E+04 -S o 8783 -12 o2l82 6o3399 l.OOOE- 30 0 06300 0 04437 10 o7246 8 02367 2o4879 1.646E-08 15o2462 24o2004

1. 543E+06 876o 0000 - 6 o 4762 -9 o1349 2 o 6587 l oOOOE-30 0 0 6300 Oo4437 10o1758 9 01325 lo 0433 3 o283E-09 l5 o2462 24 02004

1. 544E+06 876 0 0000 -6 07752 - 7 05933 Oo 8181 1. OOOE-30 0 06300 Oo4437 9 09014 9 o 5804 Oo3210 l.980E-24 l5o2462 24o2004

1. 545E+06 730o 0000 -Oo2663 0 00000 0 06300 Oo4437 15 o8018 9 o 958E-05 15 03192 24 03164 Blocks: 72

1. 545E+06 876o0000 -002664 -41.1698 40 o 9034 1o OOOE-30 0 0 6300 Oo4437 l5o7989 - 0o1727 15 o 9716 3 ol09E- 06 15 03220 24 o3207

l. 546E+06 8760 0000 -2o3924 -30 02068 27 o 8143 1o OOOE-30 0 0 6300 0 0 4437 13 08562 2 0 9963 10 o 8599 10 225E-06 15o3230 24 03224 1.548E+06 l752o0000 - 4o2859 -20o4428 16o1568 l.OOOE-30 0 0 6300 0 04437 12 o1266 50 8185 6o3081 2 0760E-07 15 03235 24 03232

l. 553E+ 06 52560 0000 -50 0500 -16 05029 11 0 4530 1 o OOOE- 30 0 0 6300 0 04437 110 4285 6 o957l 4 o 4 714 9 o 982E-08 15 o3240 24 o3240

1. 564E+06 l. 051E+04 -5 0 8804 - 12 02205 6 o 34 00 1 oOOOE-30 0 0 6300 Oo4437 l0o6700 8 ol948 2 o4752 1.619E-08 15 03242 24 o3243

1. 565E+06 876 0 0 00 0 -6o 4784 - 9o1371 2 o 6587 10 OOOE-30 0 0 6300 0 04437 10ol240 9o0860 1. 0380 3 o228E-09 15 03242 24 3243 0

1 o566E+06 876 0000 0 -6o 7773 -7 5954 0 Oo8181 l.OOOE-30 0 0 6300 Oo4437 9 8510 0 9 o5316 0 o 3194 1o 969E-24 15 03242 24 03243 1 o566E+06 730 0 0000 -O o2689 OoOOOO 0 0 6300 0 4437 0 15 07225 9o 850E-05 15 03965 24o4390 Blocks: 73

1. 567E+06 876 0 0000 -0 o2690 - 41.1729 40 o 9040 l. OOOE-30 0 06300 0 04437 15 07197 -0 01718 15 o 8915 3 o 057E-06 15 03992 24o4433 1o 568E+06 876 0 0000 - 2 03948 - 30 02095 27 o 8147 1. OOOE- 30 Oo6300 0 04437 13 07867 2 0 9813 10 o 8055 1. 205E-06 15o4002 24 o4449 1.570E+06 1752o0000 -4 o2882 -20o4452 16 ol 571 l. OOOE- 30 0 06300 0 4437 0

l2o0658 S o7893 6 o2765 2 715E- 07 o l5o4007 24 0 4457 l.575E+06 5256o0000 -50 0522 -16 o 5053 110 4531 1o OOOE-30 0 06300 Oo4437 11.3712 6o 9222 4o4490 9 o8l8E- 08 15o4012 24o4465

1. 586E+06 l. 051E+04 -5 08826 -1202227 6o3401 l.OOOE-30 0 6300 0 Oo4437 10 0 6165 8 o1537 2o4628 l.592E-08 l5 o4014 24o4468 lo 586E+06 876 0000 0 - 6o4805 -9 o1392 2 6588 o l o OOOE-30 0 0 6300 Oo4437 l0o0733 9 o0405 1. 0328 3 o175E-09 15 o4014 24 o4468

1. 587E+06 876o0000 -6 o7794 -7 05975 Oo 8181 1. OOOE- 30 0 06300 0 04437 9 o8016 9 o 4838 Oo3l78 1.959E-24 15o4014 24o4468

l. 588E+06 730 0 0000 -O o2714 OoOOOO Oo6300 0 04437 15o6449 9 744E-05 o l5o4729 24 05603 Report No. 1600539.401 RO B-41 SJs~roc:tutalllllegrlty Associates. Inc.*

Blocks: 74

1. 589E+06 876.0000 -0 .2715. -41.1760 40.9045 1. OOOE-30 0. 6300 0.4437 15.6421 -0.1710 15 .8 1 31 3. 008E-06 15.4755 24 . 5644

1. 590E+06 876.0000 -2 .3972 -30.2123 27.8151 1. OOOE-30 0 . 6300 0 . 4437 13.7188 2. 9666 10.7522 1 . 186E-06 15.4766 24. 5661

1. 592E+06 17 52. 0000 -4.2904 -20 . 4477 16.1573 1. OOOE-30 0. 6300 0.4437

12. 0063 5. 7608 6 .2456 2.671E-07 15.4770 24. 5668

1. 597E+06 5256. 0000 -5. 0543 -16 . 5076 11.4533 1. OOOE-30 o. 6300 0.4437

11. 3152 6.8881 4. 4271 9. 659E-08 15.4775 24.5676

1. 607E+06 1. 051E+04 - 5 . 8847 - 12.2249 6. 3402 1. OOOE-30 0. 6300 0.4437

10. 5642 8.1135 2. 4507 1. 567E-08 15.4777 24.5679

1. 608E+06 876.0000 -6.4825 -9. 1 413 2. 6588 1. OOOE-30 0. 6300 0. 4437

10. 0236 8. 9959 1 . 0277 3 . 124E-09 15.4777 24. 5679

1. 609E+06 876.0000 -6.7814 - 7.5995 0.8181 l.OOOE-30 0. 6300 0.4437

9. 7 533 9. 4371 0. 3162 1. 949E- 24 15.4777 24. 5679

1. 610E+06 730.0000 - 0.2738 0. 0000 0. 6300 0.4437 15.5688 9 . 641E-05 15.5484 24.6802 Blocks : 75

1. 611E+06 876.0000 - 0.2739 -4 1.1790 40.9051 1. OOOE- 30 0. 6300 0. 4437 1 5. 5662 -0.17 02 15 . 7363 2.960E- 06 15. 55 1 0 24.6843

1. 612E+06 876.0000 -2 . 3995 -30.2149 2 7 .8 155 1. OOOE-30 0. 6300 0.4437 13.6522 2. 9522 10.7000 1.167E-06 15 .5520 24. 6859

1. 613E+06 1752.0000 -4.2925 -20. 4500 16.1575 1. OOOE-30 0. 6300 0.4437 11.9481 5.7328 6.2152 2.628E-07 15 .5 525 24 . 6866

1. 619E+06 5256. 0000 -5.0564 -16.5098 11. 4534 1. OOOE-30 0. 6300 0.4437 11 .2603 6.8547 4.4056 9.505E-08 15. 5530 24 . 6874

1. 629E+06 1. 051E+04 -5 .886 7 -12.2270 6. 3403 1. OOOE-30 0. 6300 0.4437 10.5129 8. 0741 2.4388 1.542E-08 15 . 5532 24. 6877

1. 630E+06 876.0000 -6 . 4845 - 9.1433 2. 6588 1. OOOE-30 0. 6300 0 . 44'37

9. 97 50 8 . 9522 1. 0227 3. 074E-09 15. 5532 24. 6877

1. 631E+06 876.0000 - 6.7834 -7.6015 0. 818 1 1. OOOE- 30 0. 6300 0.4437 9.7060 9. 3913 0. 314 7 1. 939E- 24 15.5532 24. 6877

1. 632E+06 730 . 0000 - 0 . 2762 0. 0000 0. 6300 0 . 4437 15 .4944 9. 541E- 05 15. 6232 24.7988 Blocks : 76

1. 632E+06 876 .0000 -0 . 2763 -4 1.1819 40.9056 1. OOOE- 30 0. 6300 0.4437 15 .49 18 -0.1693 15.6611 2. 914E- 06 15. 6257 24.8028

1. 633E+06 876.0000 - 2.4017 -30.2175 27. 8158 1. OOOE-30 0. 6300 0.4437 13 . 5869 2. 9381 10.6489 1.148E-06 15.6267 24.8044

1. 635E+06 1752.0000 -4.2946 -20.4524 16.1577 1. OOOE-30 0. 6300 0. 4437 11 .89 10 5.7054 6 .1856 2. 587E-07 15. 6272 24.8052

1. 640E+06 5256.0000 -5 . 0585 -1 6.5120 11. 4536 1. OOOE-30 0. 6300 0.4437 11.2065 6 . 8219 4.3846 9.356E-08 15. 6277 24.8059

1. 651E+06 1. 051E+04 -5 .888 7 -12.2291 6.3404 1. OOOE-30 0 . 6300 0. 4437 10 .4627 8. 0356 2. 4271 1. 5 17E-08 15.6278 24.8062

1. 652E+06 876.0000 - 6.4865 - 9.1453 2. 6589 1. OOOE- 30 0. 6300 0. 4437

9. 9273 8. 9095 1. 0178 3. 026E-09 15.6278 24.8062

1. 653E+06 876.0000 -6 .7853 -7.6035 0. 8181 1. OOOE-30 0. 6300 0. 4437

9. 6596 9. 3464 0. 3132 . 1 . 929E-24 15.6278 24.8062

1. 653E+06 730.0 000 -0.2786 0. 0000 0. 6300 0.4437 15 . 4214 9 .443E-05 15.6971 24.9161 Blocks: 77

1. 654E+06 876.0000 -0.2786 -4 1.1848 4 0. 9062 1. OOOE-30 0. 6300 0. 4437 15.4188 - 0.1685 15.5874 2. 869E-06 15 . 6996 24. 9201

1. 655E+06 876.0000 -2.4039 -30 .2201 27.8162 1 . OOOE-30 0. 6300 0.4437

13. 5230 2. 9242 10. 5987 1.131E-06 15.7006 24. 9217

1. 657E+06 1752.0000 -4 .2967 -20.4546 16.1579 l.OOOE-30 0. 6300 0. 4437 11 . 8350 5. 6786 6.1565 2.547E-07 15.7010 24. 9224

1. 662E+06 5256. 0000 - 5. 0605 -16.5142 11. 4537 1 . OOOE-30 0. 6300 0.4437 11.1537 6 . 7898 4. 3639 9. 212E-08 15.7015 24 . 9232

1. 673E+06 1. 051E+04 -5 .8907 -12.2311 6.3405 l.OOOE-30 0. 6300 o. 4437

10. 4135 7.9978 2.4157 1.494E-08 15.7017 24.9234

1. 673E+06 876 . 0000 -6.4884 -9.1473 2. 6589 1. OOOE- 30 0. 6300 0 . 4437

9. 8806 8. 8676 1. 0130 2. 979E- 09 15.7017 24. 9234

1. 674E+06 876.0000 -6.7872 -7.6054 0. 8181 1. OOOE-30 0. 6300 0.4437

9. 6142 9. 3025 0. 3117 1. 920E- 24 15.7017 24. 9234

1. 675E+06 730.0000 -0.2809 0. 0000 0. 6300 0.4437 15.3499 9. 348E-05 15.7702 25. 0323 Blocks: 78 1 . 676E+06 876.0000 -0 . 2809 -41. 1876 40.9067 1. OOOE-30 0. 6300 0. 4437 15.3474 -0.1678 15. 5151 2. 825E-06 15.7727 25. 0362 Report No. 1600539.401RO B-42 SJstroGtutaiiRlegrlty Associates. 1nc.*

1. 677E+06 876.000 0 -2.4061 -30 . 2226 27.8165 1. OOOE-30 0. 6300 0.4437 13 . 4603 2.9107 10. 5496 1. 114E-06 15.7737 25. 0377

1. 679E+06 1752.0000 - 4.2987 -20.4569 16.1581 1. OOOE-30 0.6300 0. 4437 11.7802 5 . 6523 6.1279 2.509E-07 15.7741 25 . 0384 1 . 684E+ 0 6 5 2 56. 000 0 -5. 0625 -16.5163 11 . 4539 1. OOOE-30 0. 6300 0. 4437 11.1021 6.7584 4 . 3437 9. 072E- 08 15. 7 746 25 . 0392 1 . 694E+06 1 . 051E+04 - 5.8926 -12.2331 6. 3405 1. OOOE-30 0. 6300 0 . 4437 10 . 3653 7 . 9607 2.4045 1.471E-08 15.7748 25 . 0394

1. 695E+06 876.0000 - 6.4903 -9.1492 2. 6589 1. OOOE-30 0. 6300 0. 4437 9 . 8348 8. 8265 1. 0084 2. 934E-09 15.7748 25 . 0395 1 . 696E+06 876.0000 -6 . 7891 -7.6072 0. 818 1 1. OOOE-30 0. 6300 0 . 4437 9 . 5696 9. 2594 0. 3103 1. 9 1 0E-24 15.7748 25. 0395

1. 697E+06 730 . 0000 -0 . 2831 0. 0000 0. 6300 0. 4437 15 . 2797 9. 255E-05 15 . 8426 25 . 1472 Blocks: 79

1. 698E+06 876 . 0000 -0.2832 -41.1904 40.9072 1. OOOE-30 0. 6300 0. 4437 15.2773 -0.1670 15.4443 2 . 783E-06 15 . 8451 25 . 1511

1. 699E+06 876 . 0000 - 2 . 4082 -30.2251 27.8169 1. OOOE-30 0. 6300 0.443 7 13 . 3989 2. 8974 10. 5015 1. 097E-06 15.8460 25.1526

1. 700E+06 1752.0000 -4. 3007 -2 0 .4591 16.1583 1. OOOE-30 0. 6300 0.4437 11.7264 5 . 6265 6. 0999 2. 4 71E-07 15.8465 25 . 1533

1. 706E+06 5256.0000 -5 . 0644 -16.5184 1 1.4540 1. OOOE-30 0. 6300 0 . 4437

11. 0514 6.7275 4.3239 8.936E-08 15.8469 25.1540

1. 716E+06 1. 051E+04 - 5. 8945 -12.2351 6 . 3406 1. OOOE-30 0.6300 0.4437 10.3179 7 . 9244 2 . 3936 1. 449E-08 15.8471 25.1543

1. 717E+06 876.0000 - 6 . 4921 -9.1511 2. 6590 1. OOOE-30 0. 6300 0.4437 9.7899 8. 7862 1. 0037 2. 890E-09 15.8471 25.1543

1. 718E+06 876.0000 -6.7909 -7.6091 0 . 8181 1. OOOE-30 0. 6300 0.4437

9. 5259 9 . 2171 0 . 3088 1.901E-24 15.8471 25.1543

1. 719E+06 730.000 0 -0.2853 0. 0000 0. 6300 0.4437 15 . 2 1 09 9 .164E-05 1 5. 9 143 25.2609 Blocks: 80

1. 719E+06 876 . 0000 -0.2854 -41.1931 40.9077 l.OOOE-30 0 . 6300 0 . 4437 15.2085 -0.1662 15.3748 2. 741E-06 15.9167 25.2648

1. 720E+06 876.0000 - 2.4 1 03 -30.2275 27 . 8172 1. OOOE- 30 0. 6300 0.4437

13. 3386 2.8844 10.4542 1. 08 1 E-06 15 . 917 7 25 . 2663

1. 722E+06 1752.0000 - 4 . 3027 -20 . 4612 1 6 . 1585 1 . OOOE-30 0. 6300 0.4437

11. 6737 5. 6012 6. 0725 2. 434E-07 15.9181 25.2669

1. 727E+06 5256.0000 - 5 . 0663 -16.5205 11.4542 1. OOOE-30 0.6300 0.4437 11 . 0017 6 . 6972 4. 3044 8. 804E-08 15.9185 25.2677

1. 738E+ 06 1. 051E+04 - 5.8963 -12.2370 6. 3407 1. OOOE-30 0. 6300 0.4437 10 . 2715 7 . 8887 2. 3828 1 . 428E-08 15. 9187 25.2679

1. 739E+06 876.0000 -6.4939 -9.1529 2. 6590 1. OOOE-30 0. 6300 0.4437 9 . 7459 8. 74 67 0 . 9992 2.847E-09 15.9187 25.2679

1. 740E+06 876 . 0000 -6.7927 -7.6109 0 . 8182 1. OOOE-30 0 . 6300 0.4437 9 . 4 83 1 9.1756 0 . 3075 1.892E-24 15.9187 25 . 2679

1. 740E+06 730.0000 -0.2875 0. 0000 0. 6300 0.4437 15.1434 9 . 076E-05 15 . 9853 25.3736 Blocks: 81

1. 741E+06 876 . 0000 - 0.2876 -41.1957 40.9082 1. OOOE-30 0. 6300 0.4437

15. 1 411 -0.1655 15. 3066 2. 702E-06 15. 9876 25. 3773

1. 742E+06 876.0000 -2.4123 -30.2298 27 . 8176 1. OOOE-30 0. 6300 0.4437 13.2794 2. 8716 10. 4 079 1. 065E-06 15.9886 25.3788

1. 744E+06 17 52 . 0000 - 4.3046 - 20.4633 16.1587 1. OOOE-30 0.6300 0 . 4437

11. 6219 5. 5763 6.0456 2.399E-07 15. 9890 25.3795

1. 749E+06 5256.0000 - 5. 06 82 -16 . 5225 11.4543 1. OOOE-30 0. 6300 0.4437

10. 9529 6. 6676 4. 2854 8. 676E-08 1 5 . 9894 25.3802

1. 760E+06 1 . 051E+04 -5.8981 -12.2389 6.3408 l.OOOE-30 0 . 6300 0.4437 1 0.2260 7. 8538 2. 3722 1. 407E-08 15.9896 25.3804

1. 760E+06 876.0000 - 6 . 4957 -9.1547 2. 6590 1. OOOE-30 0.6300 0.4437

9. 7027 8. 7079 0.9948 2.806E-09 15. 9896 25.3804

1. 761E+06 876. 0000 - 6 . 7945 - 7.6 1 27 0. 8182 1. OOOE-30 0. 6300 0 . 4437 9.4410 9. 1350 0. 3061 1. 884E-24 15. 9896 25.3804

1. 762E+06 730.0000 -0 . 2896 0 . 0000 0. 6300 0.4437 15 . 0771 8 . 989E-05 16. 0555 25.4851 Bl ocks: 82

1. 763E+06 876 . 0000 -0.2897 -41.1983 40.9086 1. OOOE-30 0. 6300 0 . 4437 15 . 0749 - 0. 1 648 15 . 2396 2. 663E-06 16.0578 25.4888

1. 764E+06 876 . 0000 -2.4143 -30.2322 27.8179 1. OOOE-30 0. 6300 0.4437 13 . 2214 2. 8590 10. 3624 1. OSOE-06 16.0588 25.4902

1. 766E+06 1752.00 0 0 -4 . 3065 -20.4654 16.1589 1. OOOE-30 0 . 6300 0 . 4437 11.5711 5. 5520 6 . 0192 2. 365E-07 16. 0592 25.4909 Report No. 1600539.401RO B-43 S)stnu:tura~ Integrity Associates. Inc.*

1. 771E+06 5256. 0000 -5 . 0700 -16 .5244 11 .454 4 1. OOOE-30 0. 6300 0.4437

10. 9050 6. 6384 4. 2666 8. 551E- 08 16 .0 596 25.4916

1. 78 1 E+06 1. 051E+04 -5 .8999 -12.2408 6. 3408 1. OOOE-30 0. 6300 0.4437 10.1813 7. 8195 2. 3619 1. 387E-08 16.0598 25.4918

1. 782E+06 876.0000 - 6.4974 -9 . 1565 2. 659 1 1. OOOE-30 0. 6300 0.4437

9. 6603 8. 6698 0.9905 2. 765E-09 16.0598 25.4918

1. 783E+06 876.0000 -6.7962 -7 .6144 0. 8182 1. OOOE- 30 0. 6300 0. 4437

9. 3998 9. 0950 0.3048 1.875E-24 16.0598 25.4918

1. 784E+06 730.0000 -0.2917 0. 0000 0. 6300 0.4437

15. 0121 8. 905E-05 16.1251 25. 5955 Blocks : 83

1. 785E+06 876.0000 -0.2918 -41.2009 40.9091 1. OODE-30 0. 6300 0.4437

15. 0099 -0.1641 1 5.1739 2. 625E- 06 16.1274 25.5991

1. 786E+06 876.0000 -2.4163 -30.2345 27.8 1 82 1. ODOE-30 0. 6300 0.4437 13.1644 2. 8467 1 0.3177 1. 035E- 06 1 6 .1 283 25 . 6006

1. 787E+06 1752.0000 -4 . 3083 -20.4674 16.1591 1. OOOE- 30 0. 6300 0. 4437

11. 5212 5. 5280 5. 9932 2. 331E-07 16 . 1287 25. 6012

1. 793E+06 5256.0000 -5. 0718 -16.5264 11.4546 1. OOOE-30 0. 6300 0. 4437 10.8581 6. 6098 4.2482 8.430E-08 16.1291 25.6019

1. 803E+06 1. 051E+04 -5.9017 -1 2 . 2426 6. 3409 1. OOOE-30 0. 6300 0. 4437 10 . 1374 7. 7858 2. 3517 1. 367E-08 16.1293 25. 6021

1. 804 E+06 876.0000 -6.4992 - 9 .158 3 2 . 6591 1. OOOE-30 0. 6300 0.4437

9. 6187 8. 6325 0.9862 2. 726E-09 16.1293 25. 6021

1. 805E+06 876 .0000 -6.7979 - 7.616 1 0. 8182 1. OOOE-30 0 . 6300 0. 4437

9. 3593 9. 0558 0. 3034 1. 867E-24 16.1293 25.6021 1 . 806E+06 730 .0000 -0.2938 0. 0000 0. 6300 0. 4437 14.9482 8. 823E-05 16. 1939 25.7048 Blocks: 84

1. 806E+06 876.0000 -0.2938 -41.2034 40.9096 1. ODOE-30 0. 6300 0 . 4437 14.9461 -0 . 1634 15.1094 2. 588E-06 16. 1962 25.7084

1. 807E+06 876.0000 -2.4182 - 30. 2367 27. 8185 1. ODOE-30 0. 6300 0. 4437 13.1085 2 . 8346 10.2738 1. 020E- 06 16. 1971 25.7098

1. 809E+06 1752.0000 -4. 3101 - 20.4694 16.1593 1 . OOOE-30 0. 6300 0.4437 11.4723 5. 5045 5. 967 7 2. 299E-07 16.1975 25.7105

1. 814E+06 5256.0000 -5.0736 -16.5283 11.4547 1. OOOE- 30 0 . 6300 0. 4437 10 . 8119 6. 5817 4. 2302 8. 312E-08 16.1979 25. 7112

1. 825E+06 1. 051E+04 - 5. 9034 -1 2 . 2444 6. 3410 1. OOOE-30 0.6300 0.4437

10. 0944 7. 7527 2 . 34 17 1. 34 8E-08 16.1 98 1 25.7114

1. 826E+06 876.0000 -6. 5008 - 9.1600 2. 659 1 1. OOOE-30 0. 6300 0. 4437 9.5778 8. 5958 0. 9820 2. 688E-09 16.1981 25.7114

1. 827E+06 876.0000 -6 . 7996 - 7.6178 0. 8182 1 . OOOE-30 0. 6300 0.4437

9. 3195 9 .0174 0. 3022 1 . 858E-24 16 .198 1 25.7114

1. 827E+06 730 .00 00 -0.2958 D. 0000 0. 6300 0.4437

14. 8855 8. 742E- 05 16 .2622 25 . 8131 Blocks: 85

1. 828E+06 876.0000 -0.2959 -41.2 059 40.9100 1. OOOE-30 0 . 6300 0. 4437 14.8834 -0.1627 15.0461 2. 553E- 06 16 .264 4 25 . 8167

1. 829E+06 876.0000 -2. 4201 -30.2389 27. 8188 1. OOOE-30 0. 6300 ' 0 .443 7

13. 0535 2. 8227 10.2308 1. 006E-06 16.2653 25.8181

1. 831E+06 1752 .0000 - 4. 3119 -20.4714 16.1595 1. OOOE-30 0. 6300 o. 443 7

11. 4242 5. 4815 5. 9427 2. 267E-07 1 6.2657 25 .81 87

1. 836E+06 5256. 0000 -5.0753 - 1 6.530 1 11.4548 1. OOOE-30 0. 6300 0. 4437 10.7666 6. 5541 4. 2125 8 .198E-08 16 .2661 25.8194

1. 84 7E+06 1. 051E+04 -5. 9051 -12 .2461 6. 3411 1. OOOE- 30 0. 6300 0 . 4437

10. 0521 7. 7202 2. 3319 1. 330E-08 16 .2663 25.8196

1. 847E+06 876.0000 -6. 5025 -9.1616 2 . 6592 1 . OOOE- 30 0. 6300 0. 4437

9. 5377 8. 5598 0. 9779 2. 651E-09 16.2663 25.8196

1. 848E+06 876.0000 -6.8012 -7 .6194 0. 8182 1. OOOE- 30 0. 6300 0 . 4437

9. 2805 8. 9796 0. 3009 1. 850E-24 16 .2663 25.8196

1. 84 9E+06 730 .0000 -0. 2978 0. 0000 0. 6300 0.4437

14. 8239 8. 663E- 05 16. 3298 25. 9204 Blocks : 86

1. 850E+0 6 876.0000 -0 . 2978 -41.2083 40.9105 1. OOOE-30 0. 6300 0.4437 14 . 8218 -0.1620 14. 9838 2. 518E-06 16.3320 25. 9239

1. 85 1 E+ 06 876.0000 -2. 4219 -30.2411 27.8191 1. OOOE-30 0. 6300 0.4437

12. 9995 2. 8110 10.1885 9. 927E-07 16.3329 25. 9253

1. 853E+06 1752.0000 -4. 3137 -20. 473 3 1 6 .1 596 1. OOOE-30 0. 6300 0. 4437 11.3769 5.4588 5 . 9182 2. 236E-07 16.3333 25. 9259

1. 858E+06 5256 . 0000 - 5.0770 -16.5320 11.4549 1. OOOE-30 0. 6300 0.4437 10.7221 6. 5270 4.1950 8. 087E-08 16. 3337 25.9266

1. 868E+06 1. 051E+04 -5. 9067 -1 2.2479 6. 3411 1. OOOE-30 0. 6300 0. 4437

10. 0105 7. 6883 2. 3222 1. 312E-08 16.3338 25.9268 Report No. 1600539.401RO B-44

1. 869E+06 876.0000 -6.5041 -9.1633 2 . 6592 1. OOOE-30 0. 6300 0.4437 9.4982 8.5244 0. 9738 2. 615E-09 16.3338 25.9268

1. 870E+06 876.0000 -6.8028 - 7.6210 0. 8182 1. OOOE-30 0. 6300 0 . 4437

9. 2421 8. 9424 0. 2996 1. 842E- 24 16.3338 25. 9268

1. 871E+06 730. 0000 -0.2997 0 . 0000 0 . 6300 0.4437 14.7633 8. 586E- 05 16.3968 26.0267 Blocks: 87

1. 872E+06 876.0000 -0.2998 -41.2107 40.9109 1. OOOE- 30 0. 6300 0.4437 14.7613 -0.1614 14.9227 2. 484E-06 16.3989 26.0302

1. 873E+06 876.0000 -2.4238 -30.2432 27.8194 1. OOOE- 30 0. 6300 0.4437 12 . 9464 2. 7996 10.1469 9.794E- 07 16. 3998 26 . 0316

1. 874E+06 1752 . 0000 -4. 3154 -20.4752 16 . 1598 1. OOOE-30 0 . 6300 0.4437 11 . 3305 5. 4365 5.8940 2.206E- 07 16.4002 26 . 0322

1. 880E+06 5256.0000 -5.0787 -16.5337 11.4551 1. OOOE- 30 0. 6300 0. 4437 10.6783 6 . 5004 4.1779 7.978E- 08 16.4006 26. 0328

1. 890E+06 1. 051E+04 -5. 9084 -12.2495 6. 3412 1. OOOE- 30 0. 6300 0 . 4437 9 . 9696 7. 6569 2. 3128 1. 294E-08 16 . 4007 26. 0331

1. 891E+06 876.0000 -6 . 5057 -9.1649 2. 6592 1. OOOE-30 0 . 6300 0.4437

9. 4595 8.4896 0 . 9699 2.580E-09 16 . 4007 26. 0331 1 . 892E+06 876.0000 -6.8044 -7.6226 0. 8182 1. OOOE- 30 0. 6300 0 . 4437 9.2044 8. 9059 0. 2984 1. 834E-24 16.4007 26.0331

1. 893E+06 730.0000 -0. 3016 0. 0000 0 . 6300 0. 4437 14.7038 8. SllE-05 16.4631 26.1321 Blocks: 88

1. 893E+06 876 . 0000 -0.3017 -41.2131 40.9113 1. OOOE- 30 0. 6300 0.4437 14.7018 -0.1607 14. 8625 2. 451E-06 16.4653 26 . 1355 1 . 894E+06 876 . 0000 -2. 4255 -30 . 2453 27. 8197 1. OOOE-30 0. 6300 0 . 4437 12.8943, 2. 7883 10.1060 9 . 664E- 07 16.4661 26.1368

1. 896E+06 1752.0000 -4.3171 -20.4771 16.1600 1. OOOE-30 0. 6300 0 . 4437

11. 2849 5. 4146 5 . 8703 2 . 177E-07 16.4665 26.1374

1. 901E+06 5256. 0000 -5.0803 -16.5355 ll. 4552 1. OOOE-30 0 . 6300 0 . 4437 10 . 6353 6. 4742 4 .16ll 7 . 873E- 08 16.4669 26.1381

1. 912E+06 1. 051E+04 -5. 9100 -12.2512 6 . 3413 1. OOOE-30 0. 6300 0.4437 9 . 9295 7 . 6260 2. 3034 1. 277E-08 16.4670 26. 1383

1. 913E+06 876.0000 - .6. 5073 -9 . 1665 2 . 6592 1. OOOE- 30 0.6300 0.4437 9 . 4214 8 . 4554 0.9660 2.546E-09 16.4671 26.1383

1. 914E+06 876 . 0000 -6.8059 -7 . 6242 0. 8182 1. OOOE- 30 0 . 6300 0.4437 9.1673 8 . 8701 0 . 2972 1. 826E-24 16 . 4671 26.1383

1. 914E+06 730 .. 0000 - 0. 3035 0. 0000 . 0. 6300 0.4437 14 . 6453 8. 437E- 05 16 . 5289 26.2365 Blocks: 89 1 . 915E+06 876.0000 -0. 3036 -41.2154 40.9ll8 l.OOOE-30 0. 6300 0.4437 14 . 6434 -0 . 1601 14 . 8034 2. 419E-06 16.5310 26.2399

1. 916E+06 876.0000 -2. 4273 -30.2473 27.8200 1. OOOE- 30 0. 6300 0.4437 12.8430 2. 7772 10.0658 9.538E- 07 16.5319 26 . 2412

1. 918E+06 1752.0000 -4. 3187 -20.4789 16. i602 1. OOO E-30 0. 6300 0.4437 11.2400 5. 3931 5.8469 2.149E- 07 16. 5322 26.2418

1. 923E+06 5256. 0000 -5. 0820 -16.5373 ll. 4553 1 . OOOE-30 0. 6300 0.4437

10. 5930 6 . 4485 4.1446 7. 770E-08 16.5326 26 . 2424

1. 934E+06 1. 051E+04 -5 . 9115 -12.2529 6. 3413 1 . OOOE- 30 0. 6300 0.4437

9. 8900 7. 5957 2. 2943 1. 260E-08 16.5328 26.2426

1. 935E+06 876 . 0000 -6 . 5088 -9.1681 2. 6593 1. OOOE-30 0. 6300 0.4437 9 . 3839 8. 4218 0. 9621 2. 513E- 09 16.5328 26.2426

1. 935E+06 876.0000 - 6.8075 -7.6257 0. 8182 1. OOOE-30 0 . 6300 0.4437 9.1309 8 . 8348 0. 2960 1. 819E- 24 16.5328 26.2426 1 . 936E+06 730.0000 -0. 3054 0 . 0000 0 . 6300 0 . 4437 14.5878 8. 365E-05 16.5941 26.3400 Blocks: 90

1. 937E+06 876.0000 -0.3054 -41.2176 40.9122 1. OOOE-30 0. 6300 0 . 4437 14.5859 - 0 . 1594 14.7453 2. 388E-06 16. 5962 26.3433

1. 938E+06 876.0000 -2. 4290 -30.2493 27 . 8203 1. OOOE- 30 0 . 6300 0 . 4437

12. 7926 2 . 7663 10.0263 9.415E-07 16.5970 26.3446

1. 940E+06 1752 . 0000 -4.3204 -20 . 4807 16.1603 1. OOOE-30 0. 6300 0.4437 11 . 1959 5. 3719 5. 8240 2 .121E-07 16.5974 26.3452

1. 945E+06 5256.0000 -5. 0835 -16.5390 11 . 4554 1. OOOE-30 0. 6300 0 . 4437 10 . 5 515 6 . 4232 4.1283 7. 670E-08 16.5978 26.3458

1. 955E+06 1. 051E+04 -5. 9131 -12.2545 6. 3414 1. OOOE-30 0. 6300 0. 4437

9. 8512 7. 5659 2.2853 1.244E-08 16.5979 26.3460

1. 956E+06 876.0000 -6. 5103 -9 . 1696 2. 6593 1 . OOOE-30 0. 6300 0.4437

9. 34 71 8. 3887 0.9583 2.480E-09 16.5979 26 . 3460

1. 957E+06 876.0 0 00 -6. 8 0 90 -7.6272 0. 8182 1 . OOOE-30 0. 63 0 0 0.4437

9. 0950 8. 8002 0. 2949 1 . 8llE-24 16.5979 26.3460 Report No. 1600539.401RO B-45 S)Stntctrua~ltrlefrlly Associates. Inc.*

1. 958E+06 730. 0000 -0. 3072 0. 0000 0 . 6300 0. 4437

14. 5312 8. 295E-05 16.6587 26.4425 Blocks: 91

1. 959E+06 876.0000 -0.3073 -41.2199 40.9126 1. OOOE-30 0. 6300 0. 4437 14.5293 -0.1588 14.6881 2. 358E-06 16. 6608 26.4458

1. 960E+06 876.0000 -2.4308 -30. 2513 27.8206 1. OOOE-30 0. 6300 0.4437 12.7430 2. 7556 9.9874 9.295E-07 16. 6616 26.4471

1. 961E+06 1752.0 000 -4. 3220 -20. 482 5 16.1605 1. OOOE-30 0. 6300 0.4437

11. 1525 5. 3511 5. 8014 2. 094E-07 16.6619 26.4477

1. 967E+06 5256.0000 -5.0851 -16 . 5406 11.4555 1. OOOE-30 0. 6300 0. 4437 10.5106 6. 3983 4.1123 7. 572E-08 16. 6623 26.4483

1. 977E+06 1. 051E+04 -5.9146 -12.2560 6.3415 1.000E-30 0. 6300 0.4437

9. 8130 7 . 5366 2.2764 1.228E-08 16. 6625 26.4485

1. 978E+06 876.0000 -6. 5118 -9.1711 2. 6593 1. OOOE-30 0. 6300 0. 4437

9. 3109 8. 3562 0.9546 2.449E-09 16.6625 26.4485

1. 979E+06 876.0000 -6.8104 -7 .628 7 0. 8183 1. OOOE-30 0. 6300 0. 4437

9. 0598 8. 7661 0.2937 1.804E-24 16.6625 26.4485

1. 980E+06 730.0000 -0.3090 0.0000 0. 6300 0 . 4437 14.4755 8. 225E-05 16.7228 26.5442 Blocks: 92

1. 980E+06 876.0000 -0 . 3090 -41.2221 40.9130 1. OOOE-30 0.6300 0. 4437 14 .4 737 -0.1582 14. 6319 2. 328E-06 16.7248 26.5474

1. 981E+06 876.0000 -2 .4324 -30.2533 27.8208 1 . OOOE-30 0.6300 0. 4437 12.6943 2. 7450 9. 9492 9 . 178E-07 16 .7256 26.5487

1. 983E+06 1752 .0000 -4.3236 -20. 4 842 16.1606 1. OOOE-30 0.6300 0. 4437 11.1098 5. 3306 5. 7792 2. 068E-07 16.7260 26.5493

1. 988E+06 5256 .0000 -5 .0867 -16.5423 11.4556 1. OOOE-30 0. 6300 0. 4437 10 .4703 6. 3738 4.0966 7.477E-08 16 .7264 26.5499

1. 999E+06 1. 051E+04 -5 .9161 -12.2576 6. 3415 1. OOOE-30 0.6300 0. 4437

9. 77 55 7. 5078 2. 2677 1. 213E-08 16.7265 26.5501

2. OOOE+06 876.0000 -6 . 5133 -9.1726 2. 6593 1. OOOE-30 0. 6300 0. 4437 9 . 2752 8. 3243 0.9510 2.418E-09 16 .7265 26.5501

2. 001E+06 876.0000 -6 .81 19 -7.6301 0. 8183 1. OOOE-30 0. 6300 0. 4437 9 . 0251 8. 7325 0. 2926 1. 797E-24 16.7265 26.5501

2. 001E+06 730.0000 -0 . 3108 0. 0000 0. 6300 0. 4437 14 . 4208 8 .158E-05 16.7863 26.6450 Blocks: 93

2. 002E+06 876.0000 -0 . 3108 -41.2242 4 0. 9134 1. OOOE-30 0. 6300 0. 4437

14. 4190 -0.1576 14.5766 2 . 299E-06 16.7883 26.6482

2. 003E+06 876 . 0000 -2. 4341 -30.2552 27. 8211 1. OOOE-30 0. 6300 0. 4437 12 .6 463 2.7347 9. 9116 9. 064E-07 16 .7891 26.6495

2. 005E+06 '1752 . 0000 -4 . 3251 -20.4859 16.1608 1. OOOE-30 0. 6300 0. 4437 11.0678 5. 3105 5.7574 2.042E-07 16.7894 26.6500

2. 010E+06 5256. 0000 -5.0882 -16.5439 11.4558 1. OOOE-30 0. 6300 0. 4437 10 . 4308 6. 34 97 4. 0811 7. 384E-08 16.7898 26.6507

2. 021E+06 1. 051E+04 -5 .9176 -12.2591 6. 3416 1. OOOE-30 0 . 6300 0.4437

9. 7385 7. 4 794 2. 2591 1.198E-08 16.7899 26. 6509

2. 022E+06 876.0000 -6.5147 -9.1741 2. 6594 1. OOOE-30 0. 6300 0.4437 9.2402 8. 2928 0.9474 2.388E-09 16.7900 26.6509

2. 022E+06 876.0000 -6.8133 -7.6316 0.8183 l.OOOE-30 0. 6300 0. 4437

8. 9910 8. 6995 0.2915 1. 790E-24 16.7900 26.6509

2. 023E+06 730.0000 -0. 3125 0.0000 0. 6300 0.4437

14. 3669 8. 091E-05 16.8492 26.7450 Blocks: 94

2. 024E+06 876.0000 -0. 3125 -41.2263 40.9138 1. OOOE-30 0. 6300 0. 4437

14. 3651 -0.1570 14.5221 2. 271E-06 16. 8512 26.7481

2. 025E+06 876.0000 -2.4357 -30.25 71 27. 8214 1 . OOOE-30 0. 6300 0. 4437

12. 5990 2. 7244 9.8746 8.953E-07 16.8520 26.7494 2.027E+06 1752.0000 -4.3266 -20.4876 16.1610 1. OOOE-30 0. 6300 0. 4437 11.0265 5. 2906 5. 7358 2. 017E-07 16. 8524 26.7499

2. 032E+06 5256.0000 -5. 0897 -16.5455 11.4559 1. OOOE-30 0. 6300 0. 4437

10. 3918 6. 3260 4. 0658 7. 294E-08 16.8528 26.7506

2. 042E+06 1. 051E+04 -5. 9190 -12.2607 6.3416 1. OOOE-30 0. 6300 0. 4437

9. 7022 7. 4515 2. 2507 1.183E-08 16.8529 26.7508

2. 043E+06 876.0000 -6.5161 -9.1755 2. 6594 1. OOOE-30 0. 6300 0. 4437 9.2057 8. 2618 0. 9438 2. 359E-09 16.8529 26.7508 2 . 044E+06 876.0000 -6 .8147 -7.6330 0. 8183 1. OOOE-30 0.6300 0. 4437

8. 9574 8. 6670 0. 2904 1. 7 83E-24 16.8529 26.7508

2. 045E+06 730.0000 -0. 3142 0. 0000 0. 6300 0. 4437 14 .3138 8. 026E-05 16.9117 26 .844 1 Blocks: 95 Report No. 1600539.401RO B-46 (>stntctum /Rtefrlty Associates. Inc~

2. 046E+06 876.0000 -0. 3142 -41. 2284 4 0. 9142 1. OOOE-30 0. 6300 0. 4437 14.3121 -0.1564 14.4685 2.243E-06 16.9137 26.8472 2.047E+06 876.0000 -2.4373 -30.2590 27.8216 1. OOOE-30 0. 6300 0. 4437 12 . 5525 2 . 7144 9. 8381 8. 844E-07 16.9144 26.8485

2. 048E+06 1752.0000 -4.3281 -20.4893 16. 1611 1. OOOE-30 0. 6300 0. 4437

10. 9858 5.2711 5. 714 7 1. 992E-07 16.9148 26. 8490

2. 054E+06 5256. 0000 -5.0911 -16.5471 11 . 4560 1. OOOE-30 0. 6300 0. 4437

10. 3535 6.3027 4. 0508 7. 205E-08 16.9152 26.8496

2. 064E+06 1. 051E+04 -5. 9204 -12.2621 6.3417 l.OOOE-30 0. 6300 0. 4437

9. 6664 7. 4240 2 . 2424 1.169E-08 1 6.9153 26.8498

2. 065E+06 876.0000 -6.5175 -9.1770 2. 6594 1. OOOE-30 0. 6300 0. 4437 9.1717 8.2313 0. 9404 2. 330E-09 16.9153 26.8498

2. 066E+06 876.0000 -6.8161 -7.6344 0. 8183 1. OOOE-30 0. 6300 0 . 4437

8. 9244 8. 6350 0. 2893 1. 776E-24 16.9153 26.8498

2. 067E+06 730.0000 -0. 3159 0. 0000 0. 6300 0. 4437 14.2616 7. 963E-05 16.9736 26.9424 Blocks : 96

2. 068E+06 876.0000 -0. 3159 -41.2305 40.9146 1. OOOE-30 0. 6300 0. 4437 14.2599 -0 . 1559 14.4157 2. 217E-06 16.9756 26.9455

2. 068E+06 876.0000 -2.4389 -30.2608 27. 8219 1 . OOOE-30 0 . 6300 0. 4437

12. 5068 2. 7045 9. 8023 8. 738E-07 16.9763 26.9467

2. 070E+06 1752.0000 -4.3296 -20.4909 16.1613 1. OOOE-30 0.6300 0. 4437 10.9457 5. 2519 5. 6938 1. 968E-07 16.9767 26.9473

2. 075E-1'06 5256. 0000 -5.0926 -16 .5 486 11.4561 l.OOOE-30 0. 6300 0. 4437 10.3157 6. 2797 4. 0361 7. 119E-08 16. 9771 26.9479

2. 086E+06 1. 051E+04 -5.9218 -12.2636 6. 3418 1. OOOE-30 0. 6300 0. 4437

9. 6311 7.3969 2. 2342 1. 155E-08 16. 9772 26.9481

2. 087E+06 876 .000 0 -6 .51 89 -9.1784 2. 6594 1. OOOE-30 0. 6300 0. 4437 9.1383 8. 2013 0. 9369 2. 302E-09 16. 9772 26.9481

2. 088E+06 876.0000 -6.8175 -7.6357 0. 8183 1. OOOE-30 0. 6300 0 . 4437 8.8918 8. 6036 0.2883 1. 769E-24 16 .9772 26.9481

2. 088E+06 730.0000 -0 .3 175 0. 0000 0. 6300 0. 4437 14 . 2101 7. 900E-05 17. 0351 27. 0399 Blocks: 97

2. 089E+06 876.0000 -0 .3 176 -41.2325 40.9149 1. OOOE-30 0. 6300 0. 4437 14.2085 -0.1553 14. 3638 2 .190E-06 17.0370 27. 0430

2. 090E+06 876. 0000 -2.4404 -30.2626 27. 8222 1. OOOE-30 0. 6300 0. 4437

12. 4617 2. 694 7 9. 7669 8. 635E-07 17.0377 27. 0442

2. 092E+06 17 52. 0000 -4. 3311 -20 .4925 16.1614 1. OOOE-30 0. 6300 0. 4437

10. 9063 5. 2330 5. 6733 1 . 945E-07 17.0381 27.0447

2. 097E+06 5256. 0000 -5.0940 -16.5502 11. 4562 1. OOOE-30 0. 6300 0. 4437 10.2786 6.2570 4. 0215 7. 035E-08 17 . 0385 27. 0453 2 .108E+06 1. 051E+04 - 5. 9232 -12.2650 6. 3418 1. OOOE-30 0. 6300 0. 4437

9. 5964 7. 3702 2. 2262 1.141E-08 17 . 0386 27. 0455 2 . 109E+06 876.0000 -6. 5203 -9.1797 2. 6595 1. OOOE-30 0. 6300 0. 4437

9. 1053 8.1718 0 . 9336 2. 275E-09 17.038 6 27. 0455 2 . 109E+06 876.0000 -6. 8188 -7.6371 0. 8183 1. OOOE-30 0. 6300 0. 4437

8. 8598 8. 5726 0. 2872 1. 762E-24 17.0386 27.0455 2 . 110E+06 730. 0000 -0 . 3192 0. 0000 0. 6300 0. 4437

14. 1595 7. 839E-05 17.0960 27.1367 Blocks: 98 2 .111E+06 876.0000 -0. 3192 -41.2345 40 . 9153 1. OOOE-30 0. 6300 0. 4437 14 .1578 -0.1548 14 .3 126 2 .165E-06 17.0979 27.1397 2 .112E+06 876.0000 -2.4420 -30.2644 27.8224 1. OOOE-30 0. 6300 0. 4437 12.4173 2. 6851 9. 7321 8. 534E-07 17 .098 7 27.1409 2 .114E+06 1752.0000 -4. 3325 -20.4941 16.1615 1. OOOE-30 0. 6300 0. 4437 10.8674 5.2143 5. 6531 1. 922E-07 17.0990 27.1414

2. 119E+06 5256. 0000 -5 . 0954 -1 6.5517 11. 4563 1. OOOE-30 0. 6300 0. 4437

10. 2419 6.2348 4. 0072 6. 952E-08 17. 0994 27.1420 2 .129E+06 1. 051E+04 -5.9246 -12 .2665 6.3419 l.OOOE-30 0. 6300 0. 4437

9. 5622 7. 3440 2. 2183 1. 128E-08 17. 099 5 27.1422 2 .130E+06 876. 0000 -6.5216 -9.1811 2. 6595 1. OOOE-30 0. 6300 0. 4437 9.0729 8.1427 0.9302 2.248E-09 17.0995 27 .1422

2. 131E+06 876.0000 -6 . 8201 -7 . 6384 0. 8183 1. OOOE-30 0. 6300 0. 4437 8.8282 8. 5420 0. 2862 1. 756E-24 17.0995 27.1422 2 .132E+06 730.0000 -0.3208 0. 0000 0. 6300 0. 4437 14 .1096 7. 77 9E-05 17. 1565 27.2326 Blocks: 99 2 .133E+06 876.0000 -0.3208 -41.2365 40.9157 1. OOOE-30 0 . 6300 0. 4437 14 .1080 -0.1542 14 .2622 2 .140E-06 17.1583 27.2356 2 . 134E+06 876 .0000 -2 . 4435 -30.2661 27.8226 1. OOOE-30 0. 6300 0.4437 12.3736 2. 6757 9. 6979 8. 435E-07 17.1591 27.2368 Report No. 1600539.401RO B-47 S)Slruc:tural lllletJrlly Associates. Inc.*

2 .135E+06 1752.0000 -4. 3339 - 20.4956 16.1617 1 . OOOE-30 0 . 6300 0 . 4437 10.8292 5. 1960 5. 6332 1. 900E-07 17.1594 27.2373

2. 141E+06 5256. 0000 -5. 0968 -16.5532 11.4564 1. OOO E-30 0. 6300 0.4437 10.2059 6. 2128 3. 9931 6. 872 E-08 17 . 1 598 27.2379

2. 151 E+06 1. 051E+04 - 5. 9259 -12.2679 6.3419 1 . OOO E- 30 0. 6300 0.4437

9. 5286 7. 3181 2. 2104 1 .115 E-08 17.1599 27.2381 2 .152E+06 876.0000 -6 .52 29 -9.1824 2. 659 5 1. OOO E-30 0. 6300 0. 4437 9.0410 8 .1140 0. 9270 2. 222E-09 17.1599 27 .23 81 2 .153E+06 876.0000 -6.8214 -7.6397 0. 8183 1. OOOE-30 0.6300 0.4437

8. 7972 8. 5119 0. 2852 1. 749E-24 17.1599 27.2381 2 .1 54E+06 730. 0000 -0.3223 0 . 0000 0 . 6300 0 . 4437 1 4. 0604 7. 720E-05 1 7 .2165 27.3279 Blocks: 100

2. 155E+06 876.0000 - 0 . 3224 -4 1. 2384 40.9160 1 . OOOE-30 0. 6300 0.4437 14.0589 - 0. 1537 14 . 2 1 25 2 .115E-06 17.2183 27. 3308

2. 155E+06 876.0000 -2 ;44 50 -30.2678 27.8229 1. OOOE- 30 0. 6300 0.4437

12. 3305 2. 6664 9. 664 1 8. 339E-07 17 .2190 27.3320 2 .157E+06 1752.0000 -4. 3353 - 20 . 4972 16. 1618 1 . OOOE-30 0. 6300 0.4437 10.7915 5.1779 5. 6 1 36 1 . 878E-07 17.2194 27. 3325 2 . 1 62E+06 5256. 0000 - 5. 0981 -1 6.5546 11.4565 1. OOOE-30 0. 6300 0.443 7 10.1704 6 .1 9 1 2 3.9792 6. 793E- 08 1 7.2197 27.3330

2. 173E+06 1. 051 E+04 -5. 9273 - 12 . 2692 6. 3420 1. OOOE-30 0. 6300 0.4437

9. 4954 7. 2927 2. 2027 1 . 1 02E- 08 17 .2198 27.3332

2. 1 74E+ 06 876.0000 - 6.5242 -9.1838 2. 6595 1. OOOE-30 0. 6300 0 . 4437

9. 0095 8. 0858 0. 9237 2. 1 97 E-09 1 7.2198 27. 3332 2 .17 5E+06 876.0000 - 6. 8227 -7.6410 0 .8183 1. OOO E-30 0. 6300 0. 4437 8 . 7665 8.4823 0.2842 1. 743E- 24 17.2198 27. 3332 2 . 175 E+ 06 7 30.0000 - 0. 3239 0. 0000 0 . 6300 0 . 4437

14. 0120 7. 662E-05 17.2760 27. 4223 Maximum number of blocks reached. The analysis terminated.

Number of Runtime Warnings : 2

- - Runtime \*larning: The c u rrent value of R(-1.2640) is less tha n the first value of R(l.OOOE-20) in the da/dn-DeltaK table. The first value of R(l.OOOE-20)

Hill be used

- - Runtime \*larning: The current value of R(49.1815) is greater than the l ast value of R(0.9990) in the da/dn-DeltaK table. The last value of R(0.9990) >Till be used

**

End of pc-CRACK output ***

Report No. 1600539.401RO B-48 lJStntctum Integrity Associates, Inc.*

Casel (N-809).rpt pc-CRACK 4 . 2 CS Vers i on Control No. 4. 2. 0 . 0 Beta St ructural Integri t y Associates , Inc. HWN. st r uct int . corn pccrack@structint . c o rn Date: 03/14/2017 09:09 Input Data read fro m C: \ Users\mfong\ Documents\01. Project \05. DCPP\ 16 00539\304 Crack Gro;rth\Supp ort Fil es _304 \pc-CRACK\Crack Grm; t h _ r i se t i me 360_sec 450\Case l (N-809) . pc f Ana l ys i s Title : Diabl o Ca nyon Un i ts Selected : US Cus t omary Linear Dimensio ns - inches Stress - ksi Load - kips Temp erature - deg F Time - hours Ana l ys i s Type : Crack Gro;rth (LEFH) Crack Gro;rth Calculation Nethod - Cycl e/ Time St epping Naximum Number of Load Block s = 1 00 Bl ock Pri nt I nterval = 1 Cr ack Hodel : 309- Semi-Elliptical Ci rcumferent i a l Crack in Cyl inder o n t h e I nside Su rface (Chapuli ot) Cr ack Depth , a = 0. 3400 Hal f Crack Length , c = 4 . 0000 Wall Th i c kness , t = 1. 4200 Insid e Ra d ius , Ri = 5. 5800 Aspect ra t io allowed to vary !1aximum a/t = 0. 8 Crack Depth Print Increment for SIF Tabulati on = 0.1 !1aximum Aspect Ratio (c/a) for S IF Ta bul ation = 20 Aspec t Ratio I ncrement fo r SI F Tabula t ion = 1 Total Load Cases: 6 Load Ca se 1: Pres Type : Stress Coefficients Input by Us er Coefficient CO = 1. 8709 Coe f fic i ent Cl = - 0 .2827 Coe f fi c ient C2 = 0 . 2616 Coe f f i c i ent C3 = - 0. 1 113 Load Case 2: Thermal max Type : St ress Coefficients Input by Use r Coeffi c i ent CO = 21.0140 Coefficient Cl = -78 . 0730 Coefficient C2 = 69.4980 Coefficient C3 = - 20.2540 Load Case 3: Dl'l Type : Stress Coeffi cients I nput by User Coe ffi c i ent CO = 0. 11 30 Coeffi cient Cl = 0 . 0000 Coe f f i cient C2 = 0 . 0000 Coef fi c i ent C3 = 0. 0000 Load Ca se 4 : CrkFacePressure Type: St r ess Coeffici ents Input by User Coef fi cient CO = 1. 0000 Coef fi c i ent Cl = 0 . 0000 Coefficient C2 = 0 . 0000 Report No. 1600539.401RO B-49

                                                                                                          !l}Btnu:tutW llflegrlty Associates, Inc.*

Coefficient C3 = 0 0 0000 Load Case 5: Thermal min Type: Stress Coefficients Input by User Coefficient co = -32o0170 Coefficient Cl = 62o2440 Coefficient C2 = -46o5710 Coefficient C3 = 12 01530 Load Case 6:Residual 70 Type: Stress Coefficients Input by User Coefficient CO = 30o3706 Coefficient C1 = -227 02910 Coefficient C2 = 289 o2005 Coefficient C3 = -88 0 6581 Total Load Sub- Blocks: 8 Load Sub-Block # 1 Load Sub-block Name: Thermal_Fatigue 100 Maximum Load Case Multiplier Load Case ID 2o2350 Pres 10 0000 DW 1o 0000 Thermal max

2. 2350 CrkFacePressure 1o 0000 Residual 70 Minimum Load Case Multiplier Load Case ID 2 o2350 Pres

1. 0000 DW

1. 0000 Thermal min 2 o2350 CrkFacePressure

1. 0000 Residual 70 Grmo~th LaH: TableDADN Cycles/Time: 876 Calc o Interval: 1 Print Interval: 876 Load Sub- Block # 2 Load Sub-block Name: Thermal_Fatigue 72 Haximum Load Case Multiplier Load Case ID 2o2350 Pres 1o 0000 DW 2 o2350 CrkFacePressure

1. 0000 Residual 70 0 o 6800 Thermal max Minimum Load Case Multiplier Load Case ID 2o2350 Pres 10 0000 DW 2 o2350 CrkFacePressure 1o 0000 Residual 70 0 o 6800 Thermal min Grm;th LaH: TableDADN Cycles/Time: 876 Calc o Interval: 1 Print Interval : 876 Load Sub- Block # 3 Load Sub-block Name: Thermal_Fatigue 45 Maximum Load Case Multiplier Load Case ID 2 o2350 Pres 1o 0000 DW 2 o2350 CrkFacePressure 1o 0000 Residual 70 0 o3950 Thermal max Minimum Load Case ~lul tiplier Load Case ID Report No. 1600539.401RO B-50 !S}Stnlr:tunrllntegrlly Associates. Inc.*

2. 2350 Pres

1. 0000 OW

2. 2350 CrkFacePressure

1. 0000 Residual 70 0 . 3950 Thermal min GroHth La~r: TableOADN Cycles /Time: 17 52 Calc. Interval: 1 Print Interval: 1752 Load Sub- Block # 4 Load Sub-block Name: Thermal_Fatigue 34 Maximum Load Case Nultiplier Load Case IO

2. 2350 Pres

1. 0000 OW 2 . 2350 CrkFacePressure

1. 0000 Residua l 70 0.2800 Thermal max Hinirnum Load Case Nultiplier Load Case IO 2 . 2350 Pres

1. 0000 DW

2. 2350 CrkFacePressure

1. 0000 Residual 70 0.2800 Thermal min GroHth La1*1: TableDADN Cycles/Time: 5256 Calc. Interval: 1 Print Interval: 5256 Load Sub- Block # 5 Load Sub-block Name: Thermal_Fatigue 22 Naximum Load Case Nul tiplier Load Case IO

2. 2350 Pres

1. 0000 ow

2. 2350 CrkFa c ePressure

1. 0000 Residual 70 0.1550 Thermal max t-linimwn Load Case Nultiplier Load Case IO 2 . 2350 Pres

1. 0000 0\'7

2. 2350 CrkFacePressure

1. 0000 Residual 70 0.1550 Thermal min Grol'lth Law: TableDADN Cycles/Time : 1 0512 Calc. Interval: 1 Print Interval : 10512 Load Sub-Block # 6 Load Sub-block Name: Thermal_Fatigue 9 Maximum Load Case Multi pli er Load Case IO 2 . 23 5 0 Pres

1. 0000 DW 2 . 2350 CrkFacePressure

1. 0000 Residual 70

0. 0650 Thermal max Hinimum Load Case Multipl i er Load Case IO 2.2350 Pres

1. 0000 0\*7

2. 2350 CrkFacePressure

1. 0000 Residua l 70

0. 0650 Thermal min Grm*rth Law: TableOADN Cycles/Time: 876 Calc. Interval : 1 Print Interval: 876 Report No. 1600539.401RO B-51 I}Slnlr:tum Integrity Associates. Inc.*

Load Sub- Block # 7 Load Sub-block Name: Thermal_Fatigue 4 Naxirnurn Load Case Hultiplier Load Case ID

2. 2350 Pres

l. 0000 DW

2. 2350 CrkFacePressure

1. 0000 Residual 70

0. 02 00 Thermal max Minimum Load Case Hul tiplier Load Case ID

2. 2350 Pres

l. 0000 DW

2. 2350 CrkFacePressure

1. 0000 Residual 70

0. 02 00 Thermal min GroHth LaH: .TableDADN Cycles/Time: 876 Calc. Interval: 1 Print Inter val : 876 Load Sub- Block # 8 Load Sub-block Name: SCC Maximum Load Case Multiplier Load Case ID

2. 2350 Pres

l. 0000 DW

2. 2350 CrkFacePressure

1. 0000 Residual 70 1 . 0000 Thermal max Grm*rth Law: SCC Cycles/Time: 730 Calc. Interval : 1 Print Interval: 730 Haterial Library Option - Default Hate rial: 19 Diablo Canyon : rise time 360 sec Table (da/dn-DK)

No. of R ratios in the tables = 11 R Ratio = 1. OOOE-20 Delta K da/dn

1. OOOE-03 1 . OOOE-30 1.10 00 1. OOOE-30 1.1100 2. 250E-08 10.0000 3 . 17 0E-06 20.0000 1. 510E-05

30. 0000 3. 760E-05 40.0000 7 .170E-05 50 . 0000 1 . 190E-04

60. 0000 l. 790E-04 70.0000 2. 530E-04

80. 0000 3. 410E-04

90. 0000 4. 450E-04 100. 0000 5. 640E-04 R Ratio = 0.1000 Delta K da/dn

l. OOOE-03 1. OOOE-30 1 .1000 1. OOOE-30 1.1100 2. 270E-08 10.0000 3 .190E-06

20. 0000 1. 520E-05

30. 0000 3. 780E-05

40. 0000 7 . 210E-05 5 0. 0000 l.l 90E-04

60. 0000 l. 800E-04

70. 0000 2. 540E-04 Report No. 1600539.401RO B-52 S }Stmc:tutalllllegrlty Associates. Inc.*

eo. oooo 3. 430E-04

90. 0000 4.470E- 04 100. 0000 5. 670E-04 R Ratio = 0. 2000 Delta K da/dn 1 . OOOE- 03 1. OOOE-30 1.1000 1. OOOE- 30 1.1100 2. 280E- 08 1 0 . 0000 3. 210E- 06 20.0000 1. 530E- 05 30.0000 3. SOOE-05 40.0000 7. 260E- 05 50 . 0000 1. 200E- 04

60. 0000 1. 810E- 04 70.0000 2. 560E- 04 80.0000 3. 450E- 04

90. 0000 4 . 500E-04 100. 0000 5 . 710E- 04 R Ratio = 0. 3000 Delta K da/dn

1. OOOE- 03 1 . OOOE-30 1.1000 1. OOOE- 30 1.1100 2. 320E- 08

10. 0000 3. 260E- 06 20.0000 1. 550E-05

30. 0000 3. 860E-05 40.0000 7 . 370E-05

50. 0000 1. 220E-04

60. 0000 1. 840E-04 70.0000 2. 600E-04 80.0000 3. SlOE-04

90. 0000 4.570E- 04 100. 0000 5 . 790E- 04 R Ratio = 0 . 4000 Delta K da/dn 1 . OOO E-03 1. OOOE-30

1. 1000 1. OOOE- 30

1. 1100 2 . 390E- 08

10. 0000 3 . 370E- 06 20.0000 1. 600E-05

30. 0000 3. 990E-05 40.0000 7. 6 1 0E-05 50.0000 1. 260E-04

60. 0000 1. 900E-04

70. 0000 2. 680E- 04 80.0000 3. 620E- 04

90. 0000 4. 720E- 04 100. 0000 5. 980E- 04 R Ratio = 0. 5000 Delta K da/dn

1. OOOE-03 1. OOOE-30 1.1000 1 . OOO E- 30 1.1100 2. 560E-08

10. 0000 3. 600E- 06 20.0000 1. 710E-05 30 . 0000 4 . 270E- 05 40.0000 8 .160E-05

50. 0000 1. 350E-04

60. 0000 2. 030E-04 70.0000 2. 870E-04 80.0000 3. 880E-04

90. 0000 5. 060E- 04 100. 0000 6. 410E-04 R Rat i o = 0. 6000 Delta K da/dn

1. OOOE-03 1. OOOE-30 Report No. 1600539.401RO B-53 l)s~n~c~urattntegrlly Associates, Inc!'

1. 1 000 1. OOOE-30 1.1100 2 . 940 E- 08

10. 0000 4 .140 E- 06

20. 0000 1 . 970E- 05

30. 0000 4. 900E- 05 40.0000 9 . 360E- 05

50. 0000 1. 550E- 04

60. 0000 2. 330E-04 70.0000 3 . 300E-04 80.0000 4. 450 E- 04

90. 0000 5. 810E- 04 1 00. 0000 7 . 360E-04 R Ratio = 0 . 7000 Delta K da/ d n 1 . OOO E- 03 1 . OOO E-30 1.1000 1 . OOO E-30 1 .1100 3. 790E- 08 1 0.0000 5. 330E- 06 20.0000 2 . 530 E- 05

30. 0000 6. 3 1 0E- 05 40.0000 1 . 2 1 0E- 04 50.0000 1. 990 E- 04 60.0000 3 . OOOE- 04

70. 0000 4. 250E-04 80.0000 5. 740E-04

90. 0000 7. 480 E- 04 1 00. 0000 9. 480E- 04 R Ratio = 0.8000 Del ta K d a/dn 1 . OOOE-03 1 . OOO E- 30

1. 1000 1. OOO E-'30 1.1100 5. 680E- 08 1 0. 0000 7. 980E- 06 20 . 0000 3. 800E- 05 30.0000 9. 450E- 05 40.0000 1. 810E- 04

50. 0000 2. 980E- 04

60. 0000 4. 500E- 04 70.0000 6. 360E- 04

80. 0000 8. 590E- 04 90 . 0000 1.120E-03 1 00. 0000 1. 420 E-03 R Ratio = 0. 9000 Delta K da/ dn

1. OOO E-03 1. OOOE- 30 1 . 1000 1. OOOE- 30 1 . 1100 9.890 E- 08 1 0. 0000 1 . 390 E-05

20. 0000 6. 61 0E- 05

30. 0000 1 . 650E- 04 40.0000 3. 150 E- 04

50. 0000 5. 200E- 04 60 . 0000 7. 830E- 04 70.0000 1 .11 0E- 03 80.0000 1 . 500 E- 03

90. 0000 1. 950E-03 1 00. 0000 2. 4 70E-03 R Ratio = 0. 9990 Delta K da/dn

1. OOO E-03 1. OOOE- 30

9. 999E+03 1. OOOE- 30 No. of Data in the KI C Tab l e = 1 Crack Depth KIC

0. 0000 200. 0000 Stress Corrosion Crack Gr ot*lth Equati on Report No. 1600539.401RO B-54 S )slnlctunrlllllegrlty Associates, Jnc.*

C = 2. 420E-07 2.18 1 0 K Threshold = 0. 0000 Stress Corrosion Cracking (SCC) Crack GroNth LaH The Crack Gro>Ith Rate in /h (or m/h) is given by: da/dt = C * (Kmax) 'n

\*lhere c, n = empirical constants da/ dt    =  0 for Kmax < K Thresho ld rnessages/Narnings:

Solution for Ri/t of 0. 2 a nd 0 . 5 l*lill be used Number of Warnings in Inputs: 0

- - - - - - - - - - ANALYSIS RESULTS - - - - - - - - -

STRESS INTENSITY FACTORS Load Case # 1: Pres

        ------------ Crack Dimensions ---- - -------            K at tips a/t       c/a c/a   =         11.7647 0 . 3400          4. 0000      0. 2394  11.7647   2. 2330       0. 7366

0. 4400 5.1765 0. 3099 11 . 7647 2. 6731 0. 8553 0.5400 6.3529 0. 3803 11.7647 3.1092 0 . 9668 0.6400 7 . 5294 0. 4507 11.7647 3. 6043 1.0759

0. 7400 8 . 7059 0. 5211 11 . 7647 4.1356 1. 1831

0. 8400 9 . 8824 0. 5915 11.7647 4. 6826 1.2 884 0.9400 11.0588 0. 6620 11.7647 5. 3761 1. 4035

1. 0400 12.2353 0. 7324 11.7647 6.1159 1. 5205 c/a = 12.7647

0. 34 00 4.3400 0.2394 12.7647 2 . 2445 0 . 7129 0 . 4400 5. 6165 0 . 3099 12.7647 2. 6914 0.8275

0. 5400 6. 8929 0.3803 12.7647 3 . 1352 0 . 9349

0. 6400 8 .1694 0. 4507 1 2.7647 3. 6405 1.0388

o. 7400 9 . 4459 0. 5211 12. 764 7 4. 1837 1. 1 402 0.8400 10. 7224 0. 5915 12.7647 4 . 7436 1. 2394 0.9400 11.9988 0. 6620 12.7647 5. 4398 1. 3444 1.0400 13 . 2753 0. 7324 12.7647 6 . 1805 1. 4500 c/a = 13 .7647 0.3400 4. 6800 0 . 2394 13.7647 2. 2544 0. 6927 0.4400 6 . 0565 0 . 3099 13.7647 2. 7070 0. 8037

0. 5400 7.4329 0 . 3803 13.7647 3.1575 0.9076

0. 6400 8 . 8094 0.4507 13.7647 3 . 6715 1. 0071

0. 7400 10.1859 0. 5211 13. 7647 4 . 224 8 1.1035 0 . 8400 11 .5624 0. 5915 13.7647 4 . 7957 1.1976 0.9400 12.9388 0. 6620 13.7647 5 . 4942 1. 2938 1.0400 14 . 3153 0. 7324 13.7647 6.2357 1. 3897 c/a = 14 . 7647 0.3400 5. 0200 0 . 2394 14 . 7647 2. 2629 0. 67 53 0.4400 6. 4965 0 . 3099 1 4.764 7 2. 7205 0.7831 0 . 5400 7. 9729 0. 3803 14.7647 3.1767 0.8840 0.6400 9 . 4494 0 . 4507 14.7647 3. 6983 0 . 9797 0.7400 10.9259 0. 5211 14.7647 4. 2 604 1.0718 0.8400 12.4024 0. 5915 14 .7647 4 .8 407 1.1614 0.9400 13.8788 0 . 6620 14.7647 5. 54 1 3 1. 2501 Report No. 1600539.401RO B-55 S)slnlctutalllllegrlty Associates. Inc.*

1.0400 15.3553 0. 7 324 1 4.7647 6.2834 1. 3376 c/a = 15.7647 0.3400 5. 3600 0. 2394 15.7647 2.2703 0. 6600 0.4400 6. 9365 0. 3099 15.7647 2. 7324 0. 7651 0.5400 8.5129 0. 3803 15.7647 3.1935 0. 8634 0.6400 10.0894 0. 4507 15.7647 3. 7216 0. 9558

0. 7400 11. 6659 0. 5211 15.7647 4. 2914 1. 0441 0.8400 13 .2424 0. 591 5 15.7647 4 . 8800 1.1299 0.9400 14.8188 0. 6620 1 5.7647 5. 5823 1. 2120 1.0400 16 .3953 o. 7324 15.764 7 6. 3251 1. 292 1 c/a = 16.7647 0.3400 5. 7000 0. 2394 16.7647 2.2748 0. 6267

0. 4400 7. 3765 0 . 3099 16.7647 2. 7378 0. 7265

0. 5400 9. 0529 0. 3803 16.7647 3. 2000 0. 8198

0. 6400 10. 7294 0.4507 16.7647 3. 7293 0. 9072

0. 7400 12.4059 0. 5211 16.7647 4 . 3005 0. 9908 0.8400 14. 0824 0. 5915 16.7647 4.8905 1.0718

0. 94 00 15.7588 0. 6620 16.7647 5. 5969 1.1488

1. 0400 17.4353 0 . 7324 16. 7647 6.3443 1. 2238 c/a = 17.7647 0 . 3400 6. 0400 0 . 2394 17.7647 2.2781 0. 5915

0. 44 00 7. 8165 0. 3099 17 .76 47 2. 7412 0. 6856

0. 5400 9. 5929 0. 3803 17.7647 3. 2033 0. 7736

0. 64 00 11. 3694 0.4507 17.7647 3. 7324 0. 8562

0. 7400 13.1459 0. 52 11 1 7. 7 647 4. 3032 0 . 9350

0. 84 00 14. 9224 0. 5915 17.7647 4.8929 1. 0115

0. 9400 16. 6988 0. 6620 17.7647 5. 6035 1. 0841

1. 0400 18 . 4753 0. 7324 1 7.7647 6. 3562 1.1549 c/a= 18 .764 7

0. 3400 6. 3800 0. 2394 1 8.7647 2. 2811 0. 5599

0. 44 00 8. 2565 0.3099 18.7647 2. 7443 0. 6491

0. 5400 10. 1329 0. 3803 18 .7647 3. 2063 0. 7324

0. 64 00 12 . 0094 0.4507 18 .764 7 3. 7352 0. 8105

0. 7400 1 3.8859 0. 5211 18.7647 4. 3057 0. 8852

0. 8400 15.7624 0. 5915 18.7647 4.8950 0. 9576

0. 9400 17. 6388 0. 6620 18.7647 5. 6094 1. 0263

1. 0400 19 . 5153 0. 7324 1 8.7647 6. 3669 1. 0933 c/a = 19.7647

0. 3400 6 . 7200 0. 2394 1 9.7647 2.2838 0 . 5316

0. 4400 8. 6965 0.3099 19.7647 2. 7470 0. 6 1 62 0.5400 10. 6729 0.3803 1 9.7647 3.2089 0. 6954 0.6400 12.6494 0. 4507 19 .7647 3. 7377 0. 7695

0. 7400 14. 6259 0. 5211 19 .7647 4. 3079 0. 8404

0. 8400 16.6024 0. 5915 19.7647 4. 8969 0. 9091

0. 9400 18.5788 0. 6620 19 .76 47 5. 6147 0.9744 1.0400 20. 5553 0. 7324 19.7647 6. 3765 1.0380 Load Case # 2: Thermal max

    - -- --- -- - -- - Crack Dimensions ------------           K at tips a/t          c/a c/a   =         11.7647 0.3400             4. 0000    0. 2394    1 1.7647   10. 5427       7. 6160 0.4400             5.1765     0. 3099    11.7647     9.3196        8. 5825

0. 5400 6. 3529 0.3803 11 .764 7 7 . 7110 9. 3948 0.6400 7. 5294 0. 4507 11.7647 6. 0985 10 .1 096

0. 7400 8. 7059 0. 52 11 11.7647 4. 4077 10 .7358

0. 8400 9.8824 0. 5915 11.7647 2. 6295 11.2786

0. 9400 11. 0588 0. 6620 11.7647 0. 8437 11.7745

1. 04 00 12.2353 0. 7324 11. 7647 -1.0736 12.1977 c/a = 12.7647

0. 3400 4.3400 0. 2394 12.764 7 10. 6143 7 . 4073

0. 44 00 5. 6165 0. 3099 12.7647 9. 4159 8.3584 Report No. 1600539.401RO B-56 lJStmctumlllllefrlly Associates. Inc.*

0.5400 6.8929 0 0 3803 12.7647 7 0 8257 9.1632 0 0 6400 8.1694 0 04507 12.7647 6.2284 9 0 8660 0 07400 9 0 4459 0 05211 12.7647 4 05428 10 . 4800 0 . 8400 10.7224 0 05915 12.7647 2 07579 11. 0139 0.9400 11. 9988 0 0 6620 12.7647 0 0 9352 11.4945

1. 0400 13.2753 0 07324 12 . 7647 -1.0198 11. 9073 c/ a = 13. 7 64 7 0 . 3400 4 0 6800 0 02394 13 07647 10 06755 7 02290 0 04400 6 0 0565 0 03099 13 07647 9.4982 8 . 1669

0. 5400 7 0 4329 0.3803 13 . 7647 7 09237 B. 9652 0.6400 8 0 8094 0.4507 13.7647 6.3393 9 . 6577

0. 7400 10.1859 0 05211 13.7647 4 0 6583 10.2613 0.8400 11. 5624 0 05915 13.7647 2 08676 10.7876 0 . 9400 12 0 9388 0 0 6620 13.7647 1. 0135 11.2551 1.0400 14 03153 0 07324 13.7647 -0.9738 11. 6591 c/a = 14.7647

0. 3400 50 0200 0 02394 14.7647 10.7284 7 00748

0. 4400 6 0 4 965 0 03099 14 . 7647 9 . 5693 8 00013 0.5400 7 0 9729 0.3803 14.7647 8 0 0084 8 07940 0.6400 9.4494 0.4507 14.7647 6.4353 9 . 4776

0. 7400 10.9259 o. 5211 14.7647 4. 7582 10 0 0723 0.8400 12 04024 0 0 5915 14.7647 2 0 9625 10 05920 0 0 9400 13.8788 0 0 6620 14.7647 1. 0811 11.0482

1. 0400 15 03553 0 07324 14 . 7647 -0.9340 11.4445 c/a= 15.7647

0. 3400 50 3600 0 02394 15 . 7647 10.7746 6.9402 0.4400 6 0 9365 0 03099 15.7647 9 063 1 4 7 0 8568 0.5400 8 05129 0 0 3803 15.7647 8 0 0824 8.6446 0.6400 10.0894 0 0 4507 15.7647 6.5190 . 9.3204

0. 7400 11. 6659 o. 5211 15.7647 4 0 8454 9. 9072 0.8400 13 02424 0 05915 15.7647 3.0453 10 . 4212 0 09400 14 0 8 18 8 0 0 6620 15 . 7647 1.1402 10.8675 1.0400 16.3953 0 07324 15.7647 -0.8993 11.2571 c/a = 16.7647 0 . 3400 50 7000 0 02394 16.7647 1 0 . 7979 6 0 5957 0.4400 7 03765 0 0 3099 16.7647 9 0 6516 7.4684 0.5400 9 0 0529 0. 3803 16.7647 8 00975 8 02193 0 0 6400 10 07294 o. 4507 16 . 7647 6 0 5299 8 08627 0.7400 12.4059 0. 5211 16.7647 4 0 8525 9 0 4211 0.8400 14 0 0824 0. 5915 16.7647 3 00492 9 0 9105 0.9400 15 07588 0 0 6620 16.7647 1.1387 10 03343 1.0400 17 0 4353 0 0 7324 16.7647 -0 09098 10.7048 c/a= 17.7647 0.3400 6 0 0400 0 02394 17.7647 10 08135 6 02245 0 04400 7 0 8165 0 03099 17 . 7647 9 0 6595 7 00480 0.5400 9.5929 0. 3803 17.7647 8 00964 7.7566 0 0 6400 11. 3694 0. 4507 17 . 7647 6. 5212 8 03638 0 07400 13.1459 0. 5211 17 . 7647 4 0 8387 8.8908 0 08400 14 0 9224 0 0 5915 17 . 7647 3 00327 9. 3526 0 0 9400 16.6988 0 0 6620 17.7647 1.1217 9. 7526 1.0400 18.4753 0 07324 17.7647 -0.9312 10.1022 c/a = 18.7647 0.3400 6 0 3800 0 02394 18 07647 10.8275 50 8928 0.4400 8 02565 0 0 3099 18.7647 9 0 6665 6.6724 0 . 5400 10.1329 0 03803 18 . 7647 8 0 0954 7 03432 0 0 6400 12 0 0094 0 0 4507 18 07647 6 05135 7.9181 0 07400 13.8859 0. 5211 18 07647 4 08263 8 4170 0

0.8400 15.7624 0 0 5915 18 07647 3.0178 8 0 8542 0.9400 17.6388 0 0 6620 18 07647 1.1066 9 02329 1.0400 19.5153 0 07324 18.7647 -0 0 9502 9 05638 c/a= 19.7647 0 0 3400 6.7200 0 02394 1 9.7647 10.8401 5.5946 Report No. 1600539.401RO B-57

0.4400 8. 6965 0. 3099 19.7647 9.6728 6.3348 0.5400 10. 6729 0. 3803 19 .7647 8. 0945 6. 9717 0.6400 12.6494 0 . 4507 19.7647 6. 5065 7 . 5175 0 . 7400 14. 6259 0. 5211 19.7647 4 . 8151 7. 9911 0.8400 i6 . 6024 0. 5915 19.7647 3. 0045 8. 4062 0.9400 18.5788 0. 6620 19.7647 1. 0931 8. 7657 1.0400 20. 5553 0. 7324 19.7647 - 0.96 73 9.0800 Load Case # 3: D\"1

    ------------ Crack Dimensions ---- --------            K at tips a/t           c/a c/a  =       11.7647 0.3400         4. 0000  0. 2394     11.7647     0.1382         0 .04 46 0.4400         5.1765   0. 3099     11.7647     0.1662         0. 0519 0.5400         6. 3529  0 . 3803    11.7647     0.1941         0. 0587 0.6400         7. 5294  0. 4507     11.7647     0. 2257        0. 0654

0. 7400 8. 7 059 0 . 5211 p.76 47 0. 2598 0 . 0720

0. 8400 9. 8 824 0.5915 11.7647 0. 294 9 0 .07 85 0.9400 11. 0588 0. 6620 11.7647 0. 3394 0. 0857 1.0400 12. 2353 0 . 7324 11.7647 0. 3871 0. 0930 c/a= 12.7647 0.3400 4 . 3400 0 . 2394 12.7647 0.1389 0. 0432 0.4400 5. 6165 0. 3099 12 .7647 0.1673 0. 0502 0.5400 6.8929 0 . 3803 12.7647 0.1957 0. 0568 0.6400 8 .1694 0. 4507 12.7647 0.2280 0. 0632

0. 7400 9. 4459 0 . 5211 1 2.7647 0. 2628 0 . 0694 0.8400 10. 7224 0. 591 5 1 2.7647 0. 2987 0. 07 55 0.9400 11. 9988 0. 6620 12.7647 0. 3434 0.0820

1. 0400 13 .2753 0. 7324 12.7647 0. 3912 0.0886 c/a = 13 .76 47 0.3400 4. 6800 0 . 2394 13.7647 0.1395 0.0420 0.4400 6. 0565 0. 3099 13 .7647 0.1683 0.0487 0.5400 7. 4329 0. 3803 13.7647 0.1971 0. 0551 0 . 6400 8.8094 0. 4507 13.7647 0.2299 0. 0612

0. 7400 10.1859 0. 5211 1 3.7647 0. 2653 0. 0671 0.8400 11.5624 0. 5915 13.7647 0. 3020 0 . 0729 0.9400 12. 9388 0. 6620 13.7647 0.3469 0. 0789 1.0400 14. 3153 0. 7324 13 . 7647 0.3947 0 . 0848 c/a= 14 . 7647 0.3400 5. 0200 0 . 2394 14.7647 0.1400 0.0409 0.4400 6.4965 0. 3099 14.7647 0.1691 0. 0475 0.5400 7. 9729 0. 3803 14.7647 0.1983 0. 0537 0.6400 9.4494 0. 4507 1 4.7647 0.2316 0 . 0595

0. 7400 10. 9259 0. 5211 14.7647 0. 2676 0 . 0652 0.8400 12. 4024 0. 5915 14 .764 7 0.3048 0. 0707 0.9400 13.8788 0 . 6620 1 4.7647 0.3498 0 . 0762

1. 0400 15. 3553 0. 7324 14.7647 0. 3977 0.0816 c/a = 15.7647 0.3400 5. 3600 0.2394 15.7647 0.1405 0.0400

0. 4400 6. 9365 0. 3099 15.7647 0.1699 0.0464 0.5400 8. 5129 0 . 3803 15.7647 0.1993 0. 0524

o. 6400 10 .0894 0. 4507 15.7647 0. 2330 0. 0581

0. 7400 11.6659 0. 5211 15.7647 0. 2695 0. 0635 0.8400 13. 2424 0. 5915 15.7647 0. 3073 0. 0688 0.9400 14. 8188 0. 6620 15.7647 0. 3524 0. 0738 1.0400 16.3953 0 . 7324 15.7647 0.4003 0.0788 c/a = 16.7647 0.3400 5.7000 0 . 2394 16.7647 0.1408 0. 0380 0.4400 7. 3765 0. 3099 16.7647 0. 1702 0. 0440

0. 5400 9. 0529 0. 3803 16.7647 0 . 1 997 0. 0497 0 . 6400 10. 7294 0.4507 16 . 7647 0. 2335 0. 055 1

0. 7400 12.405 9 0. 5211 16.7647 0 . 2701 0. 0602 0.8400 14. 0 824 0. 5915 16.7647 0. 3079 0. 0652 0.9400 15.7588 0. 6620 16.7647 0. 3533 0. 0700 Report No. 1600539.401RO B-58 I.Jstnu:tuta~ llllegrlty Associates. Inc.*

1o 0400 17o4353 0 07324 1 6 07647 Oo 4015 Oo0746 c/a = 17 07647 Oo3400 6 0 0400 0 02394 1 7o 7647 Oo1410 0 00358 Oo4400 7 0 8 1 65 0 03099 17 o7647 0 o1 704 Oo 0416 Oo5400 9o5929 0 03803 1 7o 7647 0 o1999 Oo0469 0 0 6400 11 03694 0 04507 1 7 07647 0 02337 0 0 0520 0 07400 13o1459 0 05211 1 7o7647 Oo2702 0 0 0568 Oo8400 14 0 9224 0 0591 5 1 7 0764 7 0 03081 0 0 0615 Oo9400 16o6988 0 0 6620 1 7o 7647 0 03537 0 0 0660 1.0400 1 8o4753 0 07324 1 7o 7647 Oo4023 0 0 0704 c/a = 18 o764 7 Oo3400 6 03800 0 02394 1 8o7647 Oo 1 4 1 2 0 00339 0 0 4400 8 02565 0 03099 18o 7647 Oo1706 0 0 0393 0 0 5400 10 o1329 0 03803 18 o7647 0 02001 0 00444 0 0 6400 12 0 0094 0 04507 1 8o7647 0 02339 Oo 0492 Oo7400 13 0 8859 0 05211 1 8o7647 0 02704 0 0 0538 Oo8400 1 5o 7624 0 05915 1 8o7647 0 03082 0 0 0583 0 0 94 00 17o6388 0 0 6620 18o 7647 Oo354 1 0 0 0625

1. 0400 1 9 05153 Oo 7324 1 8o7647 Oo4029 0 00667 c/a = 1 9o7647 0 03400 6o7200 0 02394 1 9o7647 Ool4 1 3 Oo 0322 Oo4400 8 0 6965 0 0 3099 1 9o7647 Oo1708 Oo0374 0 05400 10 06729 0 03803 1 9o7647 0 02003 0 00422 0 0 6400 12o6494 0 04507 1 9o7647 0 02340 0 0 0467 0 07400 14 0 6259 0 05211 19 o7647 0 02705 0 00511 Oo8400 16 0 6024 0 05915 19o7647 0 03083 0 00553 0 0 9400 1 8 o5788 0 06620 19 o7647 0 03544 0 0 0594 1.0400 200 5553 Oo 7324 1 9 07647 Oo4036 0 00633 Load Case # 4: CrkFacePressure

    ---- ---- --- - Crack Dimen s i ons ------- - --- -        K at tips a/t          c/a c/a  =        110 7 647 0 03400          4 0 0000     0 02394    11o 7647   1. 2229        0 03950 Oo4400           5 o1765      0 03099    11.7647    1. 4 708       Oo4592 Oo5400           6 03529      0 03803    11 o7647   1. 7176        0 05197 0 0 6400         7 05294      0 04507    11. 7 647  1o 9977        0 5791 0

0 07400 8o 7059 0 05211 11 o7647 2 02989 Oo6375 0 0 8400 9o8824 0 05915 110 7647 2 0 6099 0 0 695 1 Oo9400 11.0588 0 0 6620 1 1.7647 3 00039 Oo 7583

1. 0400 12 02353 Oo7324 11o764 7 3 0 4258 0 0 8227 c/a = 12 o764 7 0 03400 4 03400 0 02394 12 07647 1. 2292 0 03823 0 04400 50 6165 0 03099 1 2o7647 1. 4808 Oo 4442 Oo5400 6 0 8929 0 03803 12 07647 1. 73 1 9 0 05024 Oo 6400 8 o1694 0 04507 12o7647 2 0 01 76 0 05589 Oo 7400 9 04459 0 052 11 1 2o7647 2 03254 0 0 6142 Oo 8400 10 07224 0 05915 12 o7647 2 0 6436 0 0 6684 Oo 9400 11o 9988 0 06620 12o7647 3 0 0393 0 7259 0

1o 0400 13 02753 0 0 7324 12o 7 647 3o4618 Oo 7840 c/a = 1 3o 7647 Oo 3400 4 0 6800 Oo 2394 1 3o7647 1 02345 Oo 3 71 4 0 0 44 00 6 0 0565 Oo3099 1 3o 7 647 1. 4894 0 04313 0 0 5400 7 0 4329 0 03803 1 3o7647 1. 744 1 Oo4876 Oo6400 8 0 8094 Oo4507 1 3 o7647 2 0 034 7 0 05417 Oo 7400 10 o1859 Oo5211 1 3o764 7 2o 348 1 0 05942 Oo8400 110 5624 0 05915 13 o7647 2o6725 Oo 6455 Oo9400 12 o9 388 0 0 6620 13o7647 3 00695 0 0 6982 1.0400 14 03153 Oo7324 130 7647 3 o4925 Oo7509 c/a = 14 o7647 Oo3400 50 0200 Oo 2394 14o7647 1. 2392 0 03620 Oo4400 6o4965 Oo3099 14 o7647 1.4967 0 04202 Report No. 1600539.401RO B-59

Oo5400 7 0 9 729 0 03803 14 0 7647 1.7546 0 04748 Oo6400 9 04494 0 04507 14 07647 2 004 94 0 05267 0 07400 10 0 9259 0 05211 14 07647 2 03677 Oo5769 0 0 8400 12o4024 0 05915 14 07647 2 06974 0 0 6258 Oo9400 13 0 8788 0 0 6620 14 07647 3 00956 0 0 6743 1.0400 15 03553 Oo7324 14 07647 3o5191 0 07223 cia= 15o7647 0 03400 5 03600 0 02394 15 07647 1. 2432 0 03537 0 04400 6 0 9365 0 03099 15 07647 10 5032 0 0 4105 0 05400 8 05 1 29 0 03803 15 07647 1. 7638 Oo4636 Oo6400 1 0o0894 0 04507 15 07647 2 00623 0 05137 0 07400 11o 6659 Oo 52 11 15o 7647 2o3849 0 05618 Oo8400 13 02424 0 059 1 5 15o7647 2 07192 0 0 6085 Oo9400 14 0 8188 0 0 6620 15 0764 7 3 01184 Oo 6534 1 0 0400 16o 3953 Oo7324 15o7647 3 05423 0 0 6973 cia = 16 07647 Oo3400 50 7000 0 02394 160 7647 1. 2457 0 03359 Oo4400 7 03765 0 03099 16o 7647 1. 5062 0 03897 Oo5400 9o0529 0 03803 16o 7647 1. 7674 0 04402 Oo6400 10 07294 0 04507 16o7647 2 0 0665 0 04876 0 07400 12o4059 0 052 11 160 7647 2o3899 0 05330 Oo8400 14 00824 0 059 1 5 16o 7647 2 07250 0 05772 0 0 9400 15 07588 0 0 6620 1 6o 764 7 3 01266 0 0 6192

1. 0400 17 04353 Oo7324 1 6 o7647 3 0553 1 0 0 6603 cia = 170 7647 Oo3400 6o0400 0 02394 17o 7647 1. 24 7 5 Oo3170 0 04400 7o8165 Oo3099 17 07647 1o5081 Oo 3678 0 05400 9o5929 Oo3803 17o7647 1. 7692 Oo 4154 0 0 6400 11 0 3694 0 0 4507 17o7647 2 0 0683 Oo4602 0 07400 13 o14 59 Oo5211 17 o7 647 2 0 3915 0 05030 0 0 8400 14 0 9224 0 059 1 5 17o7647 2 07264 0 0544 7 Oo9400 160 6988 0 0 6620 17o7647 3 o1303 0 05844

1. 0400 18 o4753 0 07 324 17o7647 3 0 5598 0 06231 cia= 18o7647 0 03400 6o3800 Oo2394 18o7647 1.2491 0 03001 Oo4400 8 02565 Oo3099 18o7647 1o 5098 Oo3482 0 05400 10o1329 Oo3803 18o7647 1. 7709 0 03933 Oo 6400 12 0 0094 Oo4507 18o7647 2 o 0698 0 04356 0 07400 13 0 8859 Oo 52 11 1 8o7647 2 03929 0 04762 0 0 8400 15o7624 Oo 5915 1 8o7647 2 07276 0 05157 Oo9400 17o6388 0 0 6620 1 8o7647 3 o1336 0 05532

1. 04 00 19 0 5153 Oo7324 18o7647 3 0 5658 Oo5899 cia= 19o7647 Oo 3400 6o7200 0 02394 19 o7 647 1. 2506 Oo2849 Oo4400 8 0 6965 Oo3099 19o7647 1.5113 Oo3306 0 05400 100 6729 0 03803 19o7647 1. 7724 Oo3734 0 0 6400 12o6494 0 04507 190 7647 2 0 0712 Oo4136 0 07400 14 0 6259 0 052 11 19o 7647 2o3941 0 04521 0 0 8400 16 0 6024 Oo 5915 1 90 7647 2 07287 Oo4896 Oo9400 18 0 5788 0 06620 1 9o 7647 3 01366 0 05252

1. 04 00 20o5553 0 07324 190 7647 3 05712 0 05601 Load Case # 5: Thermal min

   -- ---------- Crack Dimens i ons ------- -----            K at tips alt           cia cia =       110 7647 Oo3400         4 0 0000  Oo2394       llo 7647   -26 0 5825     -12 0 0951 Oo4400         50 17 65  Oo3099       11o7647    -28 0 9648     -13o 8389 Oo5400         6 03529   Oo3803       1 1. 7647  -30o8671       - 1 5o3982 0 0 6400       7 05294   Oo4507       11o7647    -33 0 0917     -16o8576 0 07400        8o 7059   0 05211      11o7647    - 35 03854     -18 02262 Oo8400         9 0 8824  0 05915      1 1.7647   - 37 05765     -19o5069 Oo9400       11o 0588    0 06620      110 7647   - 40o 7151     -20 o8232

1. 04 00 12 02353 0 07324 11.7647 -43 0 9229 -22 0 0875 Report No. 1600539.401RO B-60 S )stnu:tutalllllegrlty Associates. Inc~

c/a = 12o7647 0 03400 4o3400 0 02394 12o7647 -26o 7336 -110 7348 Oo4400 50 6165 0 03099 12o7647 -29 o1903 -13 04319 0 05400 6o8929 0 03803 1207647 -31.1682 -14 0 952 1 0 06400 8o1694 Oo 4507 12 o7647 -33o 4846 -16o 3603 Oo 7400 9o4459 0 05211 12o7647 -35o 8740 -17o6730 Oo8400 10o 7224 0 05915 12o7647 -38 o1566 -1 8 08996 Oo9400 11 0 9988 0 0 6620 12o7647 - 41.2803 -20 01 244

1. 0400 13o2753 0 07324 1207647 -44o4571 -210 2935 c/a = 13o7647 Oo3400 4 o6800 0 02394 13 7647 0 - 260 8627 -110 4270 Oo4400 6o 0565 0 03099 13 o764 7 -29o3829 -13 00840 0 05400 7 04329 0 03803 13 o7647 -31o 4255 -14 05708 Oo 6400 8o8094 Oo4507 13o7647 -33 0 8204 -15 0 9353 0 07400 10o1859 0 05211 13o7647 -36 02916 -17o2002 Oo8400 110 5624 0 05915 13 o7 647 -38 0 6524 -18o3805 Oo 9400 12 0 9388 0 0 6620 13o7647 -41.7633 -19 05271

1. 0400 14 0 3153 0 07324 13o7647 -44 0 9136 -20 0 6150 c/a= 14o7647 Oo3400 50 0200 0 02394 14o7647 -26o9744 -1101608 Oo4400 6 0 4 965 0 0 3099 14o7647 -29o5495 -1 2 07832 Oo5400 7o9729 0 03803 14o7647 ° - 31.6479 -14o2412 0 0 6400 9o4494 0 04507 14 07647 - 34 01108 -15o5678 0 07400 10 0 9259 0 05211 14o7647 -36o6527 -16o 7915 Oo8400 12o4024 0 5915 0 14o7647 -39o0811 -17o9318 0 09400 13 0 8788 0 0 6620 14 07647 -42 o1810 -19o0108 1.0400 15 0 3553 Oo 7324 14o7647 -45o3084 -20 o 0283 c/a = 15o 7647 Oo3400 50 3600 0 02394 15 o7647 -27 00719 -10 o 9284 0 4400 0 6 0 9365 0 03099 15o 7647 -29o6949 -1205206 Oo5400 8 0 5129 0 03803 15 o7647 - 31. 8421 -13o 9534 Oo6400 10 0 0894 0 0 4507 15 o7647 -34 03643 -15o2469 Oo7400 110 6659 0 0 5211 15o 7647 -36o 9679 -16o4346 Oo 8400 13 02424 0 0 5915 15o 7647 -39o4554 -17o5400 Oo 9400 14 0 8188 0 0 6620 15o7647 - 42 0 5456 -18 o5599

1. 0400 160 3953 Oo7324 15o 7647 - 45o6530 -19 05160 c/a = 16o 7647 0 03400 50 70 00 0 02394 160 7647 -27 o1270 -10 o38 18 Oo4400 7 03765 0 03099 16o 7647 -29o7552 -11.8951 Oo5400 9 0 0529 0 03803 16 o7647 -31. 9058 -13o2573 0 0 6400 100 7294 Oo 4507 16o 7647 - 34 04334 -14o4850 Oo7400 12o4059 0 05211 16o 7647 -37 0 0434 -15o6110 0 0 8400 14 0 0824 0 05915 16o 7647 -39 05374 -160 6587 Oo9400 15o 7588 0 0 6620 16o 7647 -4 2 0 6516 -17o6199 1.0400 17 0 4353 0 07324 160 7647 -4 5o 7838 -18o5197 c/a= 17o7647 0 03400 6 0 0400 0 02394 17o 7647 -27 o1670 -9 07974 Oo4400 7 0 8165 0 03099 17o 7647 -29 07891 -11.2255 Oo5400 9o5929 0 03803 17 0764 7 -31o 9312 -12 05111 Oo6400 11.3694 0 04507 17 0764 7 -3 4o4499 -13 0 6696 Oo 7400 13o1459 0 05211 17 07647 - 37o0517 -14 07322 Oo8400 14 0 9224 0 05915 17 07647 -39 05383 -15o7210 Oo9400 16 0 6988 Oo 6620 17o7647 - 42 06832 -16o 6281

1. 0400 18o4753 Oo 7324 170 7647 - 45o8498 -17o4772 c/a = 18o 7647 Oo3400 6o3800 0 02394 180 7647 -27 02027 -9o2753 Oo4400 8 02565 0 0 3099 18o7647 -29 0 8193 -100 6273 Oo5400 10 01329 0 03803 18o7647 - 31. 9538 -110 8443 0 0 6400 12 0 0094 0 0 4507 18o7647 -34 0 4646 -12o9411 Oo7400 13o8859 0 05211 18o7647 -37 0 0590 -13 09471 Oo8400 150 7624 0 05915 18 07647 -39o 5392 -14o8832 Oo9400 17 0 6388 0 0 6620 18o7647 -42 07114 -150 7419 Report No. 1600539.401RO B-61

1. 04 00 19 . 5153 0 . 7324 1B.7647 - 45 . 90B7 - 16 . 545B c/a = 19.7647

0. 3400 6. 7200 0 . 2394 19.7647 -27.234B -B. B060 0 . 4400 B. 6965 0 . 3099 19.7647 -29 . B464 -10 . OB96

0. 5400 1 0. 6729 0 . 3B03 19.7647 - 31.9742 -11 .2451

0. 6400 12.6494 0. 4507 19.7647 - 34 . 4779 - 1 2.2B64

0. 7400 14. 6259 o. 5211 1 9.7647 - 37. 0657 -1 3.2414 O. B400 16. 6024 0 . 5915 19.764 7 - 39 . 5399 - 14 .1 302 0.9400 1B.57BB 0. 6620 1 9 . 7647 - 42.7367 - 14 . 9455 1.0400 20.5553 0 . 7324 19.7647 -45.9616 -1 5. 70B 7 Load Case # 6: Residual 70

    ------------ Crac k Dimensions ------- -- - - -           K at tips a/t          c/a c/a =         11.7647 0.3400           4. 0000   0 . 2394  1 1.7647     - 2 . 0065      1 0 . 064 7 0.4400           5. 1 765  0. 3099   1 1.7647     -B . 7549       1 0.971 4 0.5400           6. 3529   0.3B03    1 1.7647   -14.B4B7          1 1. 5B77

0. 6400 7 . 5294 0. 4507 11.7647 - 19 . B716 12. 01 09

0. 7400 B.7059 0. 52 11 1 1.7647 -23 . 4902 12.2739 O.B400 9. BB24 0.591 5 1 1. 7647 - 25. 3235 1 2.4025 0.9400 11. OSBB 0 . 6620 11 . 7647 -25. B3Bl 1 2.3642 1.0400 1 2.2353 0 . 7324 11.7647 -24.1401 1 2.2159 c/a = 12 . 7647 0 . 3400 4 . 3400 0. 2394 1 2.7647 - 1.9747 9 . B426

0. 4400 5 . 6165 0 . 3099 12 . 7647 - B. 7415 10.7673

0. 5400 6 . B929 0. 3B03 12 . 7647 - 14.B700 11.4 1 76 0.6400 B . 1694 o. 4507 12.7647 - 1 9 . 9535 11 . B72B 0 . 7400 9 . 4459 0. 52 11 1 2.7647 -23 . 65B2 1 2 . 1 6B2 O.B400 1 0 . 7224 0.591 5 1 2.7647 - 2 5 .5922 1 2. 33 1 6 0 . 9400 11. 99BB 0. 6620 12.7647 - 26 . 1467 1 2.3464 1 . 0400 1 3 . 2753 0. 7324 12.7647 - 24 . 4566 1 2.2571 c/a = 13.7647 0.3400 4 . 6BOO 0. 2394 13.764 7 -1.9475 9 . 652B

0. 4400 6. 0565 0. 3099 13.7647 -B . 7301 1 0 . 5930

0. 5400 7 . 4329 0. 3B03 13 . 764 7 - 14 . BBBl 11 . 2722 0 . 6400 B.B094 0 . 4507 13.7647 -20 . 0236 11. 754 7

0. 7400 10 . 1B59 0 . 5211 13.7647 -23 . BOlB 1 2.0779 O. B400 11. 5624 0. 5915 13 . 7647 - 25 . B219 12 . 2710 0.9400 12 . 93BB 0. 6620 1 3.7647 - 26 . 4105 1 2. 3312

1. 0400 14 . 3153 0. 7324 1 3 . 7647 - 24 . 7271 12 . 2923 c/a= 14.7647

0. 3400 5. 02 0 0 0. 2394 14.7647 -1.9239 9. 4BB7

0. 4400 6 . 4965 0. 3099 14 . 7647 - B. 7202 10 . 4422 0 . 54 00 7. 9729 0. 3B03 14.7647 - 14 . 9039 11 . 1465 0.6400 9. 4494 0 . 4507 14.7647 - 20 . OB41 11. 6526 0.7400 10. 9259 0. 52 11 1 4.7647 -23. 9259 11 . 999B O. B400 12.4024 0 . 5915 14 . 7647 - 26 . 0205 12 . 2 1 B6 0 . 9400 13.B7BB 0. 6620 14.7647 -26. 63B5 12.31B l

1. 0400 15 . 3553 0 . 7324 14 . 7647 - 24 . 9609 12 . 3227 c/a = 1 5.764 7

0. 3400 5. 3600 0 . 2394 15.7647 -1.9034 9 . 3454

0. 4400 6. 9365 0. 3099 15 . 7647 - B. 7116 1 0 . 3 1 05 0 . 5400 B. 5129 0. 3B03 15.7647 -1 4.9 1 76 11. 036B

0. 6400 1 0 . OB94 0 . 4507 15 . 7647 - 20.1370 11 .5634 0.7400 11.6659 0 . 5211 1 5 . 7647 -24.0343 11. 9 3 1 6

0. B400 13 . 2424 0. 59 1 5 15.764 7 - 26.1939 12.172B 0 . 9400 14. BIBB 0. 6620 15 . 7647 - 26. B376 12 . 3067 1.0400 1 6.3953 0. 7324 15.7647 - 25.1651 12 . 3492 c/a = 16.7647 0 . 3400 5. 7000 0. 2394 16 . 7647 -1.9027 B. BB95 0 . 4400 7 . 3765 0. 3099 16.7647 - B. 72B3 9. B130 Report No. 1600539.401RO B-62 l)s~tuctura~ llllegrtty Associates. Inc.*

0. 5400 9. 0529 0. 3803 16 . 7647 -14.9531 10. 5106 0.6400 10. 7294 0. 4507 16.7647 -20.1863 11.0175

0. 7400 12.4059 0. 5211 16.7647 - 24. 0904 11. 3732 0 . 8400 l4. 0824 0. 5915 16.7647 -26.2478 11.6081

0. 9400 15.7588 0. 6620 16.7647 -26.9070 11.7429

1. 0400 17.4353 0.7324 16.7647 - 25.2465 11.7914 c/a= 17.7647

0. 3400 6. 04 00 0. 2394 17.7647 -1.9071 8. 3891 0 . 4400 7. 8165 0. 3099 17.7647 - 8.7503 9.2606 0.5400 9. 5929 0. 3803 17.7647 -14.9914 9. 9 1 90

0. 6400 11.3694 0. 4507 17.7647 -20. 2309 10.3973

0. 7400 1 3.1459 0. 5211 17.7647 -24.1287 10.7330

0. 8400 l4. 9224 0. 5915 17.7647 -26 . 2670 10.9546

0. 9400 16.6988 0. 6620 17.7647 -26.9378 11. 0819

1. 0400 18.4753 0. 7324 17.7647 -25. 2901 11. 1277 c/a= 18.7647

0. 3400 6.3800 0. 2394 18.7647 - 1.9110 7.9420

0. 4400 8.2565 0.3099 18.7647 -8.7699 8. 7671 0.5400 10 . 1329 0. 3803 18.7647 -15.0256 9. 3904

0. 6400 12. 0094 0. 4507 18.7647 - 20.2707 9. 8432 0 . 7400 13 . 8859 0. 5211 18.7647 - 24. 1 629 10.1610 0.8400 15 . 7624 0. 5915 18.7647 -26.2841 10. 3708

0. 9400 17.6388 0. 6620 18.7647 -26.9653 10.4913

1. 0400 19. 5153 0.7324 18 . 7647 -25.3291 10.5347 c/a= 19.7647 0.3400 6.7200 0. 2394 19.7647 -1.9145 7. 5402

0. 4400 8. 6965 0. 3099 19 . 7647 -8.7876 8. 3235

0. 5400 10.6729 0. 3803 19.7647 -15.0564 8. 9 1 53

0. 6400 12.6494 0 . 4507 19.7647 -20. 3065 9 . 3452 0 . 7400 l4. 6259 0. 5211 19.7647 -24 .1937 9. 6469

0. 8400 16.6024 0. 5915 19 . 7647 -26.2995 9.8461 0.9400 18.5788 0 . 6620 19.7647 -26.9900 9. 9605

1. 0400 20.5553 0. 7324 1 9.7647 -25.3642 10.0017 CRACK GROWTH ANALYSIS RESULTS Total Subblock cycles Cycles DaDn

 /Time               /Time      Kmax           Kmin       DeltaK        /DaDt     Crack Dimensions a/t c/a Blocks:

876.0000 876 . 0000 12. 6795 -24. 6642 37.3437 6.146E- 05 0. 3936 0.2772 22.5711 0 . 1775 22.3936 1. 948E-05 4. 0149 10.1996 1752.0000 876.0000 8 . 0544 -17.2942 25 . 3486 2.574E-05 0. 4162 0.2931

20. 6290 4. 6324 15.9965 9.282E- 06 4.0226 9. 6643 3504.0000 1752.0000 4. 5690 -10.1251 14.6941 7. 542E-06 0.4295 0.3024 18.4605 8. 9078 9. 5527 3 . 210E-06 4.0281 9. 3789 8760.0000 5256.0000 2. 4627 -7.9122 10.3749 3 . 444E- 06 0.4477 0 . 3153 1 7.8835 10.8606 7. 0229 1. 904E-06 4. 0377 9. 0195

1. 927E+04 1. 051E+04 0. 8405 -4.8887 5. 7291 9. 048E-07 0.4572 0. 3220 16.9135 12.9546 3. 9589 8. 648E-07 4. 04 66 8. 8508

2. 015E+04 876.0000 0. 0566 - 2.3458 2. 4025 1. 279E-07 0.4573 0. 3221 16.0445 14. 3839 1 . 6605 2. 401E-07 4. 0468 8.8491 2 .102E+04 876.0000 -0. 3322 -1.0715 0. 7392 1. OOOE-30 0.4573 0. 3221

15. 6087 15.0978 0. 5109 1. OOOE-30 4. 0468 8.8491 2 .175E+04 730. 0000 7.2263 1. 808E-05 0. 4 723 0. 3326 25.2397 2. 765E-04 4.2477 8. 9934 Blocks:

2. 263E+04 876.0000 3. 727 9 -32.5773 36.3053 5. 769E-05 0 . 5241 0. 3691 27.0217 -1.2049 28 .2 266 3.278E-05 4. 2737 8. 1542

2. 351E+04 876.0000 0. 2007 -24.2559 24.4566 2. 374E-05 0. 5451 0 . 3839

24. 1314 4. 3319 19.7995 1.494E-05 4. 2864 7. 8632

2. 526E+04 1752.0000 -1.7667 - 15.9769 14.2102 1. OOOE-30 0. 5451 0 . 3839 21.0280 9 . 5322 11.4958 4. 775E-06 4. 2948 7.8786

3. 051E+04 5256. 0000 - 2 . 5585 - 12.6361 10.0775 1. OOOE-30 0. 5451 0. 3839 19.7688 11. 6264 8.1424 2. 564E-06 4. 3083 7. 9033 Report No. 1600539.401RO B-63

                                                                                                    !S)stmctum hltefrlly Associates, Ina:'

4 .103E+04 1. 051E+04 -3 . 4208 -9. 0015 5. 5808 1 . OOOE-30 0. 5451 0. 3839 18.4042 13.8999 4. 5043 1 .107E-06 4. 3 1 99 7. 9247 4 .190E+04 876.0000 -4.0432 -6. 3835 2. 3403 1. OOOE-30 0. 5451 0. 3839 1 7.4276 15. 5388 1. 8889 3 .122E-07 4 . 3202 7. 9252 4 . 278E+04 876.0000 - 4.3544 -5 . 0745 0. 7201 1 . OOOE-30 0. 5451 0 . 3839 1 6.9395 16. 3583 0. 5812 1. OOOE-30 4. 3202 7. 9252

4. 351E+04 730 . 0000 2. 5134 1 . 806E-06 0 . 5464 0. 3848

27. 1 432 3. 241E- 04 4. 5611 8. 3477 Blocks:

4 . 438E+04 876.0000 -2. 744E-03 -35. 8 155 35.8 1 28 1. OOOE-30 0. 5913 0. 4164 28.3680 -2.0211 30.3891 3. 870E- 05 4. 5930 7. 7679

4. 526E+04 876.0000 - 1.9475 - 26 . 3121 24.3646 1. OOOE-30 0. 5913 0. 4 1 64 2 4.7 518 4 .1037 20.6480 1. 640E-05 4.6074 7. 7922

4. 701E+04 1 7 52. 0000 - 3.6826 -17. 8399 14.1573 1. OOO E- 30 0. 5913 0 . 4164 21.5379 9. 5499 1 1. 9880 5. 213E-06 4. 6165 7 . 8076 5 . 227E+04 5256. 0000 - 4 .3 816 -1 4.4221 10.0405 1. OOOE-30 0. 5913 0 . 4 1 64 20.2347 11.7437 8. 4910 2. 787E-06 4. 6312 7. 8324 6 . 278E+04 1. 051E+04 - 5.1428 -1 0.7033 5. 5605 1. OOOE- 30 0. 5913 0. 4 1 64 1 8. 8221 14 . 1250 4. 6971 1.194E-06 4. 6437 7. 8537 6 . 366E+04 876.0000 - 5. 6922 -8.02 4 1 2. 3318 1. OOOE-30 0. 5913 0. 4164 17 .8109 15.8412 1. 9697 3. 389E- 07 4. 6440 7. 8542 6 . 453E+04 876.0000 -5. 9670 -6. 6845 0. 7175 l. OOO E-30 0 . 5913 0. 4164 17.3053 16_.6993 0 . 6061 1 . OOOE-30 4. 6440 7. 8542

6. 526E+04 730 .0000 0.1659 4. 8 1 0E-09 0. 5913 0. 4164 27.8980 3.440E-04 4 . 8998 8. 2867 Blocks:

6. 614E+ 04 876.0000 -2 . 1 04E- 03 -36 .29 61 36.2940 1. OOO E- 30 0. 5949 0.4189

27. 9501 -1.8422 29.7923 3 .702 E-05 4. 9322 8. 2908

6. 701E+04 876.0000 - 1.9635 - 26.6596 24. 6961 1 . OOOE- 30 0.5949 0.4 18 9 24.3879 4.1535 20.2345 1. 567 E-05 4 . 9460 8. 3139 6.877E+04 1752.0000 - 3.7151 -1 8.0667 14. 3515 1 . OOOE-30 0.5949 0.4189 21.2265 9.4816 11. 7449 4.989E-06 4 . 954 7 8.3286

7. 402E+04 5256 .0000 - 4 . 4190 -1 4.5989 10.1800 1. OOOE-30 0.5949 0.4 1 89 1 9.9392 11. 6238 8. 3154 2. 669E-06 4. 9688 8. 3522

8. 453E+04 1. 051E+04 -5.1866 - 10 . 8251 5. 6385 1. OOOE- 30 0.5949 0 . 4189 18.5468 13.9484 4. 5984 1.145E- 06 4.9808 8. 3725

8. 541E+04 876.0000 -5.7422 - 8.1067 2.3646 l.OOOE-30 0 . 594 9 0.4189

17. 5545 15.6262 1. 9283 3. 244E- 07 4. 9811 8 . 3730

8. 629E+04 876.0000 -6.0200 -6.7476 0 . 7276 1. OOOE-30 0. 594 9 0.4189 17 .0586 16.4652 0. 5933 1 . OOOE- 30 . 4. 9811 8. 3730

8. 702E+04 730.0000 0.1855 6 .137E-09 0. 5949 0.4189 27.4300 3 . 3 1 6E-04 5. 2272 8. 7867 Blocks:

8. 789E+04 876.0000 -1.460E-03 - 36.7882 36.7867 l.OOOE-30 0 .5 989 0. 4217 27.4980 -1.6787 29.1767 3 . 532E-05 5 . 2582 8. 7801

8. 877E+04 876.0000 - 1.9833 - 27 . 0121 25.0288 1. OOO E- 30 0.5989 0 . 4217 24.0057 4 .1862 1 9 . 8195 1. 497 E- 05 5. 2714 8. 8020

9. 052E+04 1752 . 0000 - 3 .7 525 -18.2964 14.5439 1. OOOE-30 0.5989 0 . 4217 20.9049 9 . 3997 11. 5052 4. 772E-06 5.2797 8. 8160 9.578E+04 5256 . 0000 -4.4639 -14 .7 792 10 . 3 1 54 1. OOOE- 30 0.5989 0 . 4217 1 9.6437 11.4968 8 .14 70 2.557E-06 5.2932 8. 8385 1 . 063E+05 1. 051E+ 04 -5 . 2393 -10.9523 5. 7130 1. OOO E- 30 0 . 5989 0. 4217 1 8.2787 13.7728 4. 5058 1.100E-06 5. 3048 8. 8578 1 . 072E+05 876.0000 - 5. 8000 - 8. 19 59 2. 3958 1. OOOE-30 0.5989 0. 4217 1 7.3046 15.4151 1.8895 3.110E-07 5. 3050 8.8582

1. 080E+05 876 . 0000 - 6. 0804 -6.8176 0. 7372 1. OOOE-30 0.5989 0.42 1 7 16.8177 16.2363 0. 5814 1 . OOOE-30 5. 3050 8.8582

1. 088E+05 730. 0000 0. 1 596 4. 419E- 09 0.5989 0. 4217

27. 0502 3. 216E-04 5.5433 9.2561 Blocks:

1. 096E+0 5 876.0000 - 1. 709E- 03 -37.2214 37.2197 1 . OOOE-30 0. 6024 0. 4242

27. 1 06 8 -1.5336 28.6404 3. 387E- 05 5. 5730 9. 2521 1.105E+05 876.0000 -2. 0013 -27. 3227 25.3214 1 . OOOE- 30 0. 6024 0 . 4242 23.67 49 4. 2172 19.4577 1. 436E-05 5. 5856 9.2730 1.123E+05 1752.0000 -3.7856 -18.4988 14. 7132 1. OOOE-30 0. 6024 0 . 4242 20.6265 9. 3305 11.2960 4. 588E-06 5. 5936 9.2863 1.175E+05 5256.00 00 - 4.5035 -14.938 1 10.4346 1. OOOE-30 0. 6024 0. 4242 1 9. 3879 11.3880 7 . 9999 2. 462E-06 5. 6066 9. 3078

1. 280E+05 1. 051E+04 - 5.2857 -11.0644 5. 7787 1. OOOE-30 0. 6024 0. 4242 1 8.0465 13. 6216 4. 4249 1. 062E-06 5. 6178 9. 3264

1. 289E+05 876.0000 - 5. 8509 -8.2743 2. 4233 1. OOOE-30 0. 6024 0. 4242 17 .0883 1 5.2327 1. 8556 2. 996E-07 5. 6180 9. 3268 Report No. 1600539.401RO B-64 l)s~ruc:tum~ /Rtefrllf Associates, Inc.*

1. 298E+05 876.0000 -6.1336 -6.8792 0. 7456 l.OOOE-30 0. 6024 0 . 4242

16. 6094 16 . 0384 0. 5709 1. OOOE-30 5. 6180 9.3268

1. 305E+05 730. 0000 0.1384 3. 242E-09 0. 6024 0. 4242 26.7159 3. 130E-04 5. 8495 9. 7111 Blocks:

1. 314E+05 876.0000 -1. 879E-03 -37 . 6064 37.6045 1. OOOE-30 0 . 6054 0. 4263 26.7634 -1.4034 28.1668 3 . 263E-05 5. 8782 9. 7094

1. 323E+05 876.0000 -2.0170 -27. 5986 25.5816 1. OOOE-30 0. 6054 0.4263 23.3845 4. 2466 19.1379 1 . 384E-05 5. 8903 9. 7294 1.340E+05 1752.0000 :-3.8148 -18.6785 14. 8638 1. OOOE-30 0. 6054 0. 4263

20. 3822 9.2711 11.1111 4 . 428 E-06 5 . 8981 9. 7423

1. 393E+05 5256. 0000 -4. 5383 -15.0791 10.5408 1. OOOE-30 0. 6054 0. 4263 19.1633 11.2936 7. 8697 2. 379E-06 5. 9106 9. 7629

1. 498E+05 1. 051E+04 - 5.3265 -11.1636 5. 8372 1. OOOE-30 0. 6054 0.4263 17.8427 13.4894 4. 3533 1. 029E-06 5 . 9214 9. 7808

1. 507E+05 876 . 0000 -5.8957 -8.3436 2. 4479 1. OOOE-30 0 . 6054 0. 4263 16.8985 15.0729 1. 8256 2. 897E-07 5. 9216 9. 7812

1. 515E+05 876.0000 -6.1804 -6 . 9336 0. 7532 1. OOOE-30 0. 6054 0. 4263 16.4265 15.8648 0. 5617 1. OOOE-30 5.92 1 6 9. 7812

1. 523E+05 730. 0000 0.1215 2. 439E-09 0 . 6054 0. 4263 26.4183 3. 055E-04 6.14 73 10 . 1539 Blocks:

1. 532E+05 876.0000 -3. 075E-03 - 37.9526 37.9495 1. OOOE-30 0. 6081 0. 4283 26.4594 -1.2860 27 . 7453 3 .154E-05 6.1749 10 . 1537

1. 540E+05 876.0000 -2. 0319 - 27.8469 25.8150 1. OOOE-30 0. 6081 0 . 4283 23.1273 4.2742 18.8531 1. 338E-05 6.1867 10.1730

1. 558E+05 1752 . 0000 - 3.8415 -18.8404 14. 9989 1. OOOE-30 0. 6081 0. 4283 20.1660 9.2196 10.9463 4.288E-06 6.1942 10.1853

1. 610E+05 5256. 0000 - 4.5701 -1 5.2062 10.6361 1. OOOE-30 0 . 6081 0. 4283 18.9644 11.2108 7. 7536 2. 306E-06 6. 2063 10.2053

1. 716E+05 1. 051E+04 -5.3635 -11.2532 5 . 8897 1. OOOE-30 0 . 6081 0. 4283 17.6622 13. 3727 4.2894 9.997E-07 6.2168 10.2226

1. 724E+05 876 . 0000 -5. 9363 -8.4062 2. 4 699 1. OOOE-30 0. 6081 0. 4283 16.7304 14.9317 1.7988 2.810E-07 6. 2171 10. 2230

1. 733E+05 876.0000 -6.2227 -6. 9827 0. 7600 1. OOOE-30 0 . 6081 0. 4283 16.2647 15.7112 0. 5535 1 . OOOE-30 6.2171 10.2230

1. 740E+05 730.0000 0.1066 1. 834E-09 0. 6081 0 . 4283

26. 1518 2. 988E-04 6. 4375 10. 5854 Blocks:

1. 749E+05 876.0000 -1. 406E-03 -38.2630 38 . 2616 1. OOOE-30 0. 6105 0 . 4300 26.1857 -1.1783 27.3640 3.057E-05 6 . 4643 10.5878

1. 758E+05 876.0000 -2. 0429 -28 . 0691 26.0262 1. OOOE-30 0.6105 0 . 4300 22 . 8959 4.3006 18.5953 1. 297E-05 6.4757 10 . 6064

1. 775E+05 17 52. 0000 -3.8634 -18.9847 15 . 1212 1. OOOE-30 0 . 6105 0.4300

19. 9714 9.1742 10 . 7972 4 .164E-06 6.4830 10.6184

1. 828E+05 5256.0000 -4.5966 -15.3190 10.7224 1. OOOE-30 0. 6105 0. 4300 18.7854 11.1369 7 . 6485 2. 242E- 06 6. 4948 10. 6377

1. 933E+05 1. 051E+04 -5 . 3948 -11.3321 5.9373 l.OOOE-30 0. 6105 o. 4300 17.4997 13.2682 4 . 2315 9. 737E-07 6 . 5050 10 . 6544

1. 942E+05 876.0000 -5.9709 -8.4608 2 . 4898 1. OOOE-30 0. 6105 0.4300 16.5792 14.8048 1. 7745 2. 733E-07 6. 5053 10.6548

1. 951E+05 876.0000 -6.2590 - 7.0251 0. 7661 1. OOOE-30 0. 6105 0 . 4300 16.1191 1 5. 5731 0. 5460 1. OOOE-30 6. 5053 10.6548

1. 958E+05 730.0000 0. 0969 1. 490E-09 0. 6105 0.4300

25. 9094 2. 928E-04 6. 7211 11. 0083 Blocks: 10

1. 967E+05 876 . 0000 -3 . 649E-04 - 38.5457 38.5454 1. OOOE- 30 0. 6127 0.4315

25. 9392 -1.0798 27. 0191 2. 971E-05 6. 7471 11.0117

1. 975E+05 876.0000 -2. 0532 -28.2715 26.2183 1. OOOE-30 0 . 6127 0 . 4315 22.6874 4. 3254 18 . 3620 1. 261E-05 6.7582 11.0298

1. 993E+05 17 52. 0000 -3.8836 -19.1162 15.2326 1. OOOE-30 0. 6127 0 . 4315 19.7961 9.1340 10 . 6621 4. 053E-06 6. 7653 11.0414

2. 045E+05 5256.0000 -4. 62 09 -15.4219 10.8009 1. OOOE-30 0. 6127 0. 4315

18. 6242 11. 0709 7. 5533 2 .184E-06 6.7768 11. 0601 2 .151E+05 1. 051E+04 -5.4235 -11.4041 5. 9806 1. OOOE- 3 0 0. 6127 0.4315 17.3533 13.1743 4 . 1790 9. 505E-07 6. 7868 11.0764 2 .159E+05 876.0000 -6. 0026 -8 . 5106 2 . 5080 1. OOOE-30 0. 6127 0. 4315 16 . 4431 14 . 6906 1 . 7525 2 . 664E-07 6. 7870 11.0768 2 .168E+05 876.0000 -6.2922 - 7.0639 0 . 7717 1. OOOE-30 0. 6127 0. 4315 15.9880 15 . 4488 0 . 5392 1. OOOE-30 6.7870 11.0768 2 .175E+05 730. 0000 0.0884 1. 219E-09 0. 6127 0. 4315

25. 6892 2. 874E-04 6. 9986 11. 4222 Report No. 1600539.401RO B-65 I}Stnu:tumlltlleflrlly Associates, Ina.*

Blocks: 11 2 .184E+05 876.0000 -9.156E-04 -38.8058 38.8049 1. OOOE-30

0.6147 0 . 4329 25 . 7162 -0.9896 26.7058 2.894E-05 7. 0240 11.4262 2 .193E+05 876 . 0000 -2 . 0639 -28.4580 26.3941 1. OOOE-30 0. 614 7 0. 4329 22.4987 4.3487 18.1500 1. 229E-05 7.0348 11.4437

2. 210E+05 1752.0000 - 3. 9031 -19.2375 15.3344 1. OOOE-30 0 . 614 7 0. 4329 19.6376 9. 0982 10. 5393 3 . 954E-06 7 . 0417 ll. 4550

2. 263E+05 5256. 0000 -4.6441 -1 5.5170 10 . 8729 1. OOOE-30 0. 614 7 0. 4329 18.4783 ll. Oll6 7. 4667 2 .133E-06 7. 0529 11.4733 2 . 368E+05 1. 051E+04 -5.4506 -11.4709 6. 0203 1. OOOE-30 0. 614 7 0 . 4329 17.2209 13.0896 4 .1313 9. 297E-07 7 . 0627 11.4892

2. 377E+05 876.0000 -6. 0324 -8.5570 2. 5247 1. OOOE-30 0. 6147 0. 4329

16. 3199 14.5874 1. 7325 2 . 602E-07 7. 0629 11.4895

2. 386E+05 876 . 0000 -6. 3233 -7.1001 0. 7768 1. OOOE-30 0. 614 7 0. 4329 15.8695 15. 3364 0. 5331 1. OOOE-30 7 . 0629 11.4895

2. 393E+05 730.0000 0. 0797 9. 736E-10 0. 614 7 0. 4329 25.4885 2. 825E-04 7. 2708 11. 8278 Blocks: 12 2 . 4 02E+05 876.0000 -1. 255E-03 -39.0449 39.0437 1. OOOE-30 0. 6166 0. 4342 25.5124 -0. 9061 26.4 1 85 2 . 825E- 05 7 . 2956 11. 8328

2. 410E+05 876.0000 -2 . 0735 -28.6294 26.5559 1. OOOE-30 o. 6166 0. 4342

22. 3263 4.3708 17. 9555 1. 200E-05 7. 3061 11.8498

2. 428E+05 1752 . 0000 -3. 9209 -19.3490 15. 4281 1. OOOE-30 0 . 6166 0. 4342 19 . 4927 9 . 0660 10. 4267 3 . 864E- 06 7.3129 11.8608

2. 4 81E+05 5256. 0000 -4 . 6652 -15.6043 10. 9390 1. OOOE-30 0. 6166 0. 4342

18. 3450 10.9578 7. 3872 2 . 086E- 06 7. 3239 11.8786

2. 586E+05 1. 051E+04 -5.4753 -ll. 5321 6. 0568 1. OOOE- 30 0. 6166 0. 4342

17. 0999 13. 0124 4. 087 5 9. 1 08E-07 7. 3335 11.8942

2. 594E+05 876.0000 - 6. 0596 -8. 5995 2.5400 l.OOOE-30 0. 6166 0. 4342 16.2074 14.4933 1. 7141 2. 546E-07 7. 3337 11.8945

2. 603E+05 876.0000 - 6 . 3517 -7.1332 0. 7815 1. OOOE-30 0. 6166 0 . 4342 15.7612 15.2338 0.5274 l.OOOE-30 7. 3337 11.8945 2 . 610E+05 730.0000 0. 0724 7 . 897E-10 0. 6166 0.4342

25. 3039 2. 781E-04 7 . 5382 12.2262 Blocks: 13

2. 619E+05 876 . 0000 -3 . 245E-03 -39.2674 39.2642 1. OOOE-30 0. 6183 0. 4354 25.3261 -0 . 8289 26 . 1550 2.762E-05 7 . 5624 12. 2314

2. 628E+05 876 . 0000 - 2 . 0839 -28.7892 26.7053 1. OOOE-30 0. 6183 0.4354 22.1687 4.3915 17.7772 1.173E-05 7. 5727 12.2480 2 . 646E+05 1752.0000 -3.9385 -19 . 4532 15 . 5148 1. OOOE-30 0. 6183 0. 4354 19 . 3604 9. 0370 10.3234 3.783E-06 7. 5793 12.2588

2. 698E+05 5256.0000 -4. 6859 -15.6861 ll. 0002 1. OOOE-30 0. 6183 0. 4354

18. 2232 10.9089 7. 3143 2. 044E-06 7. 5901 12.2761

2. 803E+05 1 . 051E+04 -5.4991 - 11.5897 6. 0906 1. OOOE- 30 0.6183 0 . 4354

16. 9894 12. 9421 4. 04 73 8. 937E-07 7. 5995 12.2914

2. 812E+05 876.0000 -6. 0856 -8. 6398 2. 5541 1. OOOE- 30 0 . 6183 0.4354 16.1046 14.4074 1 . 6972 2. 4 95E-07 7. 5997 12.2917

2. 821E+05 876.0000 -6 . 3789 -7.1648 0. 7859 1. OOOE-30 0. 6183 o. 4354

15. 6623 15.1401 0 . 5222 1. OOOE-30 7 . 5997 12.2917 2 . 828E+05 730.0000 0 . 0644 6.117E-10 0. 6183 0 . 4354 25.1343 2. 740E-04 7 . 8011 12. 6175 Blocks: 14

2. 837E+05 876.0000 - 2 . 387E-03 -39.4712 39.4689 1. OOOE-30 0. 6198 0. 4365

25. 1529 -0.7564 25. 9093 2. 704E- 05 7.8248 12.6246

2. 846E+05 876.0000 - 2. 0910 - 28. 9351 26.8440 1. OOOE-30 0. 6198 0. 4365 22 . 0222 4. 4ll5 1 7 .6108 1.149E-05 7.8349 12 . 6408

2. 863E+05 1752.0000 -3. 9527 -19.5479 15. 5952 1. OOOE-30 0. 6198 0. 4365 19.2373 9. 01 04 10 . 2270 3. 708E-06 7 . 8414 12. 6513 2.916E+05 5256.0000 -4. 7030 -15.7601 11. 0570 1. OOOE-30 0. 6198 0. 4365 18 .llOO 10. 8637 7 . 2462 2. 005E- 06 "7. 8519 12. 6683

3. 021E+05 1. 051E+04 -5. 5194 -ll.6413 6.1219 1. OOOE-30 0. 6198 0. 4365 16.8866 12.8769 4 . 0097 8. 779E-07 7 . 8612 12. 6832

3. 030E+05 876.0000 -6.1080 -8.6753 2. 5673 1. OOOE-30 0. 6198 0. 4365

16. 0091 14.3276 1. 6815 2. 448E-07 7. 8614 12. 6836

3. 038E+05 876 . 0000 -6.4024 -7 . 1923 0. 7899 1. OOOE-30 0. 6198 0. 4365 15.5704 15. 0530 0.5174 l.OOOE-30 7. 8614 12. 6836

3. 046E+05 730.0000 0.0600 5 . 242E-10 0 . 6198 0 . 4365 24.9757 2. 703E-04 8. 0599 13. 0039 Blocks: 15

3. 054E+05 876.0000 -1. 056E-03 -39. 6604 39. 6594 1. OOOE-30 o. 6212 0.4375 24 . 9922 -0.6886 25. 6807 2. 650E-05 8. 0832 13. Oll9 Report No. 1600539.401RO B-66

3. 063E+05 876.0000 - 2. 0972 -29.0704 26.9732 1. OOOE- 30 0. 6212 0.4375 21.8863 4. 4304 17.4559 1. 126E- 05 8. 0930 13.0278 3.081E+05 1752.0000 -3 . 9655 - 1 9.6355 15.6700 1. OOOE-30 0. 62 1 2 0.4375 19.1232 8. 9860 10. 1372 3 . 639E- 06 8 . 0994 13. 038 1 3 . 1 33E+05 5256.0000 -4 . 7185 -15.8285 11.1100 1 . OOOE-30 0 . 6212 0 . 4375 18.0049 10.822 1 7.1829 1. 971E-06 8.1098 13.0548

3. 238E+05 1. 051E+04 -5 . 5378 - 11.6889 6. 1 512 1. OOO E-30 0. 6212 0.4375 1 6.7913 1 2.8 1 65 3.9748 8 . 634E-07 8.1189 1 3. 0694

3. 24 7E+05 876 . 0000 -6.1284 - 8.7080 2 . 5795 1. OOOE-30 0. 62 1 2 0 . 4375

15. 9205 14 . 2537 1. 6668 2. 405E- 07 8.1191 13. 0697

3. 256E+05 876.0000 -6.4238 - 7.2 1 75 0. 7937 1 . OOOE-30 0. 6212 0.4375 15.4851 1 4. 9723 0. 5 1 29 1. OOOE-30 8.119 1 13. 0697

3. 263E+05 730.0000 0. 0567 4. 635E- 1 0 0. 62 1 2 0.4375 24.8279 2 . 668E-04 8. 3150 13. 385 1 Bl ocks: 16

3. 272E+05 8 7 6 . 0000 -1. 820 E- 03 - 39. 839 1 39 . 8373 1 . OOOE-30 0. 6226 0. 4384 24.8438 -0. 6253 25.4692 2 . 601E-05 8 .3378 13.3928 3.28 1 E+05 876 . 0000 - 2.1047 -29.1986 27. 0938 1. OOOE-30 0. 6226 0. 4384 2 1. 7608 4 . 4483 17.3126 1.106E-05 8. 3475 1 3.4083 3 . 298E+05 1752.0000 - 3.9789 -1 9. 71 89 1 5 . 7400 1. OOOE-30 0. 6226 0. 4384 19.0179 8. 9638 1 0.054 1 3. 576E-06 8. 3538 13.4 1 84

3. 351E+05 5256. 0000 - 4.7344 - 15 . 8938 11 . 1 5 94 1. OOOE- 30 0 . 6226 0. 4384 17.9080 10.7838 7. 1 242 1. 94 1 E- 06 8. 3640 13.4348

3. 456E+05 1. 051E+04 - 5. 5563 - 1 1.7347 6.1785 1. OOOE- 30 0. 6226 0. 4384 16.7033 1 2.7609 3. 9424 8. 500E- 07 8 . 3729 13.4491 3 . 46 5 E+05 876.0000 - 6.1488 -8.7397 2. 5910 1. OOOE- 30 0. 6226 0. 4384 15 . 8387 14.1855 1. 6533 2. 365E- 07 8 . 3731 13.4495

3. 473E+05 876.0000 - 6.4450 - 7. 2422 0. 7972 l.OOOE- 30 0. 6226 0. 438 4 1 5.4065 14.8978 0. 5087 1. OOO E- 30 8.3731 13.4495

3. 48 1 E+ 05 730.0000 0. 0519 3. 8 1 5E- 10 0. 6226 0 . 4384

24. 6908 2. 636E- 04 8. 5666 13.7603 Bl ocks: 17

3. 489E+05 876.0000 - 6 . 271E-04 - 40.0046 40 . 0040 l:OOOE-30 0 . 6238 0. 4393 24.7045 - 0.5655 25.2700 2 . 556E- 05 8 . 5890 13 . 7694

3. 4 98E+05 876.0000 - 2. 110 1 - 29 . 3 1 70 27.2069 1 . OOOE-30 0. 6238 0. 4393 21.6430 4. 4654 17.1776 1. 087E-05 8 . 5986 13.7846

3. 516E+05 17 52. 0000 - 3. 9900 -19. 7 955 15. 8055 1. OOOE- 30 0. 6238 0. 4393 1 8.9190 8. 943 1 9.9 7 59 3.517 E- 06 8. 604 7 13.7945 3.568E+05 5256.0000 - 4.7479 -15.9536 11.2057 1. OOOE-30 o. 6238 0 . 4393 17.8 1 69 1 0.7480 7 . 0689 1 . 9 1 2E-06 8. 6148 13 . 8106

3. 673E+05 1. 051E+04 - 5.5723 -11 . 7763 6.2040 1. OOO E-30 0 . 6238 0. 4393 1 6.6207 12. 7 088 3 . 9119 8. 375E-07 8 . 6236 13.8247

3. 682E+05 876.0000 -6.1665 -8.7682 2.60 17 l.OOO E- 30 0 . 6238 0. 4393 1 5.7620 14 .1 215 1. 6405 2. 328E- 07 8. 6238 13. 825 1

3. 69 1 E+05 87 6.0000 -6.4636 -7 . 2642 0 . 8005 1. OOOE- 30 0. 6238 0. 4393 15.3327 1 4. 8279 0. 504 8 1. OOOE- 30 8. 6238 13. 825 1

3. 698E+ 05 730.0000 0.0495 3 . 435E- 10 0 . 6238 0. 4393 24.561 7 2. 606E- 04 8 . 8 1 50 1 4.13 1 7 Blocks: 18

3. 707E+05 876.0000 - 3. 1 92E- 04 -40 . 1609 40 . 1606 l.OOOE- 30 0. 624 9 0.440 1 24.5745 -0.5093 25.0838 2 . 514E-05 8 . 8371 1 4.1408

3. 716E+05 876 . 0000 -2.1158 - 29.4289 27.3 1 31 1. OOOE-30 0. 624 9 0. 440 1 2 1. 5331 4.48 1 7 1 7 . 05 1 4 1. 069E- 05 8 . 8464 14.1 5 58

3. 7 33 E+05 1 7 52. 0000 -4.0010 -19 . 8681 1 5. 8671 1 . OOOE- 30 0. 6249 0. 44 01 1 8.8268 8.9240 9 . 9028 3. 4 62E-06 8. 8525 14 . 1 655 3 . 786E+05 5256.0000 -4.7611 -16 . 0103 11.2493 1 . OOOE-30 0. 6249 0.440 1 1 7 .732 1 10 .71 48 7 . 0173 1.886E- 06 8. 8624 1 4. 1 813 3 . 891E+05 1 . 05 1 E+04 -5 . 5878 -11.8 1 59 6.2281 1. OOOE-30 0. 6249 0 . 4401 16.5436 12 . 6603 3. 8834 8. 259E-07 8. 871 1 14 .1952

3. 900E+ 05 876.0000 -6 . 1837 -8.7954 2 . 611 8 1 . OOOE- 30 0. 6249 0.4401

15. 6904 1 4 . 0619 1. 6285 2. 294E- 07 8. 8713 14 .1955

3. 908E+05 876 . 0000 -6 . 4816 -7.2852 0. 8036 1 . OOOE- 30 0. 6249 0.440 1 1 5.2639 14.7628 0. 5011 1. OOOE-30 8. 8713 1 4 .1 955

3. 9 1 6E+05 730 . 0000 0. 0465 3 . 005E- 10 0. 6249 0.440 1 24.4408 2 . 578E- 04 9. 0605 14.4982 Bl ocks: 19

3. 924E+05 876.0000 - 4 .189E-04 -40.3085 40.3080 l.OOOE-30 0. 6260 0.4409 24.4528 -0.4563 24.909 1 2.474 E- 05 9. 0821 14.5075

3. 933E+05 876.0000 -2. 1 215 -29 . 5346 27.4 1 3 1 1. OOO E-30 0 . 6260 0.4409 21.4302 4 . 4972 16.9329 1. 053E-05 9. 0914 14.5223

3. 951E+05 17 52. 0000 - 4.0116 -19 . 9368 15. 9252 1. OOOE-30 0. 6260 0.4409 18 . 7404 8 . 9064 9 . 8341 3.411E- 06 9.0973 14. 5318 Report No. 1600539.401RO B-67 S }Stroctur.ri/Riegrlly Associates. Inc~

4. 003E+05 5256. 0000 -4.7737 -16.0640 11. 2903 1. OOO E- 30 0. 6260 0. 4409 17.6526 1 0.6838 6.9687 1. 861E- 06 9. 1071 1 4.5474 4 . 108E+ 05 1 . 051E+04 -5.6026 -11.8534 6. 2507 1. OOOE-30 0. 6260 0.4409 16.4 715 12. 614 9 3. 8566 8. 151E-07 9. 1157 14.5611 4 .117E+05 876 . 0000 - 6. 2000 -8. 8213 2. 6213 1. OOOE-30 0. 6260 0.4409

15. 6234 14. 0062 1. 6173 2.262E-07 9. 1159 14. 561 4 4 .1 26E+05 876.0000 -6.4987 -7.3053 0. 8066 1. OOOE-30 0. 6260 0.4409

15. 1994 14. 70 1 8 0. 4976 1. OOOE-30 9.1159 14. 5614 4 .1 33E+05 730. 0000 0. 0435 2. 596E-10 0. 6260 0.4409

24. 3272 2. 552E-04 9. 303 1 1 4 . 8604 Blocks: 20 4 .142E+ 05 8 76. 0000 -5 .162 E- 04 -40.4478 40 . 4473 l. OOO E- 30 0. 6271 0 . 44 16

24. 3383 - 0 . 4060 24.7444 2. 438E-05 9 . 3244 14.8701

4. 151E+05 876.0000 - 2.1269 -29. 6345 2 7. 5075 1. OOOE- 30 0. 6271 0. 4416

21. 3334 4. 5 1 21 16.8213 1.038E-05 9. 3335 1 4.8846 4 .1 68E+05 1752.0000 - 4.0217 - 20. 0016 15. 9799 1 . OOOE-30 0. 6271 0.44 1 6

18. 6592 8. 8899 9 . 7 693 3.363 E- 06 9. 3394 14 .89 40 4 . 221E+05 5256. 0000 -4 .785 7 -1 6.1147 11.3290 1. OOO E- 30 0 . 6271 0.4416 17.5778 10 .6 548 6. 9230 1. 838 E-06 9. 3491 14 . 9094

4. 326E+05 1 . 051E+ 04 -5.6 1 66 -11.8888 6. 2721 1 . OOO E- 30 0. 6271 0. 4416 16.4037 12.5723 3. 8313 8. 0 5 0E- 07 9 . 35 7 6 14. 9229

4. 335E+05 876.0000 -6 .2154 -8.8457 2. 6303 1. OOO E- 30 o. 6271 0.4416 1 5.5604 1 3. 9538 1 . 6067 2. 232E-07 9. 3578 14. 9232

4. 344 E+05 876.0000 -6.5149 -7.3242 0. 8093 1. OOOE- 30 0. 6271 0.44 1 6 15 . 1 388 14.6445 0. 4944 1. OOOE-3 0 9 . 3578 14. 9232

4. 351E+05 730.0000 0. 0408 2. 254E-10 0. 6271 0.44 1 6

24. 2201 2 . 528E-04 9. 543 1 15 . 2188 Blocks: 21

4. 360E+05 876.0000 -2 .5 60E- 04 -40.5792 40.5789 1. OOOE- 30 0. 6280 0. 4423 24.2302 -0 . 3584 24.5886 2. 403 E- 05 9. 5642 15.2290

4. 3 68E+05 876.0000 -2.13 17 -29.7286 27. 5969 1. OOOE-30 0. 6280 0 . 4423 2 1 .2419 4 . 5263 16.7156 1.023E-05 9.5731 15.2433

4. 386E+05 1752 . 0000 -4.0309 - 20.0626 16.0317 1. OOOE-30 0. 6280 0. 4423 18.5826 8. 8745 9. 7081 3. 318E-06 9. 5789 15.2526 4 . 438E+05 5256. 0000 -4 .79 67 - 16 . 1624 11.3657 1. OOOE- 30 0. 6280 0. 4423

17. 5072 10.6275 6. 8797 1. 816E- 06 9.5885 1 5.2678

4. 544 E+05 1. 051E+04 - 5.6296 -11 .9220 6. 2924 1. OOOE-30 0. 6280 0. 4423 1 6. 3396 1 2.5322 3. 8074 7. 955E- 0 7 9. 5968 1 5.2811

4. 552E+05 876 . 0000 -6.2298 - 8.8685 2. 6388 1. OOOE- 30 0. 6280 0. 4423 1 5. 5010 1 3.9043 1. 5966 2. 204E-07 9. 5970 15.2814

4. 5 6 1 E+05 876.0000 - 6.5299 -7.3418 0. 8119 1. OOOE- 30 0. 6280 0. 4423 15.0817 1 4 . 5904 0. 49 1 3 1. OOOE- 30 9.5970 15 . 28 1 4 4 . 568E+05 730.0000 0.0386 2. 006E-10 0. 6280 0 . 4423 24 . 1187 2. 505E-04 9 . 7806 15.5737 Blocks : 22 4 . 577E+05 876.0000 -2. 799E- 03 -40.7067 40 . 7039 1. OOOE- 30 0. 6290 0.4430

24. 1 294 -0.3135 24.4429 2. 371E-05 9. 8014 1 5.5828 4 . 586E+ 05 876.00 00 -2. 1387 - 29. 8203 27. 6817 1. OOO E- 30 0. 6290 0.4430 2 1. 1567 4. 5399 16. 6168 1. OlOE-05 9. 8103 15. 5969

4. 603E+05 1 7 52.0000 -4. 04 17 - 20.1227 16.0809 1. OOO E- 30 0 . 6290 0.4430 18.5111 8. 8603 9. 6508 3 . 277E-06 9. 8160 15. 6060 4 . 656E+05 5256. 0000 -4 .8 09 1 -1 6.2096 11. 4005 1. OOOE-30 0. 6290 0.4430 17 .44 14 1 0. 6022 6. 8392 1. 796E-06 9. 8255 15. 6210

4. 761E+05 1 . 051E+04 -5. 6437 - 1 1.9554 6. 3116 1. OOOE-30 0. 6290 0.4430 1 6 . 2799 1 2 .4 949 3. 7851 7 . 867 E- 07 9. 8337 15 . 6342

4. 770E+05 876 . 0000 -6.2451 -8 . 8920 2. 6468 1. OOO E- 30 0. 6290 0. 4430 15 . 4456 13 . 8583 1. 5873 2 .178E- 07 9. 8339 1 5.6345

4. 779E+05 876.0000 -6.5458 -7.3602 0. 8144 1. OOO E-3 0 0. 6290 0.4430 15.0284 14.5400 0.4884 l.OOOE-30 9. 8339 15. 6345

4. 786E+05 730.0000 0. 0339 1. 511E-1 0 0. 6290 0.4430

24. 0239 2. 483E-04 10. 01 59 15. 923 8 Bl ocks: 23

4. 795E+05 876.0000 - 9.212E- 04 -40.8232 40.8223 1. OOOE-30 0. 6298 0. 4435

24. 03 1 9 -0. 2701 24.3020 2. 34 1E- 05 10. 0364 15. 9355 4 . 803E+05 876.0000 -2.1415 -29.9035 27.7620 1. OOOE-30 0. 6298 0. 4435 21.0743 4.5530 16.5213 9.970E-06 10. 0452 15.9494

4. 821E+05 1752.0000 -4.0487 - 20. 1 762 16.12 75 1. OOOE-30 0. 6298 0 . 4435 18.44 19 8 . 8466 9. 5954 3. 237E-0 6 10 . 0508 15. 9584

4. 8 73E+05 5256. 0000 -4. 8178 -16.2513 11.4334 1. OOO E- 30 0. 6298 0 . 4435 17.3778 10.5778 6. 80 00 1 . 777E-06 10. 0602 15. 9732

4. 979E+05 1. 051E+04 -5 . 6542 -11.9841 6.3298 l.OOOE-30 0. 6298 0.4435 16.2222 12.4588 3. 7634 7. 782E-07 10. 0684 15. 9862 Report No. 1600539.401RO B-68 !S)slnlr:tutalllllegrtty Associates. Inc.*

4 o987E+05 876o0000 - 6o2569 -8 o 9114 2 o 6545 1. OOOE-30 0 06298 Oo4435 15 03920 13o8138 1. 5782 2 o153E-07 10o0686 15o9865 4 o 996E+05 876o 0000 -6 05583 -7 0 3750 Oo8168 l.OOOE-30 0 06298 0 04435 14o9769 14o4913 Oo 4856 1. OOOE- 30 10o0686 15 09865 5o 0 03 E+05 730 o 0000 - 6 o 912E-03 0 0 0000 0 06298 Oo4435 23 0 6159 2 o 392E-04 1002465 16o2691 Blocks: 24 5o 012E+05 876 o 0000 -8 o382E-03 -40o 8534 40 o8450 1. OOOE-30 0 0 6298 Oo4435 23 05701 -0 02569 23 o 8270 2 o239E-05 10 02662 16 03003 5o 021E+05 876o 0000 - 2 o1513 -29 09260 27 o7747 1. OOOE-30 0 0 6298 Oo4435 20o6566 4 04674 16o1892 9o524E-06 10o2745 16 03135 5o 038E+05 17 52 o 0000 - 4 0 0597 -20 o1936 16o1339 1. OOOE-30 0 0 6298 Oo4435 ° 18 0 0692 8 o 6702 9o3990 3 o090E-06 10o2799 160 3221 5o 091E+05 5256 o 0000 -4 0 8302 -16o2669 11.4367 1o OOOE-30 0 0 6298 Oo4435 17o0149 10o358 0 6o 6568 1o 694E-06 10 o28 89 16 03363 5 o196E+05 1 o 051E+04 - 50 6675 -110 9985 6o 3310 10 OOOE-30 0 0 6298 Oo4435 15o8738 12 o19 15 3 o 6822 7 o410E-07 10o2966 16o3487 5o 205E+05 876o 0000 -6 02700 -8 09249 2 o 6550 10 OOOE-30 0 0 6298 0 04435 15 00612 13o5171 1. 5441 2 o OSOE-07 10 02968 16o3489 5o 214E+05 876 o 0000 -60 5712 - 7 03881 0 o8169 1o OOOE-30 0 0 6298 Oo443 5 14 0 655 1 14 01800 Oo4751 l.OOOE-30 10 029p8 16o3489 So 221E+05 730o0000 -0 00229 0 00000 Oo 6298 Oo4435 23 01194 2 o284E-04 10o4665 16 0 6184 Blocks: 25 5o 230E+05 876o 0000 -0 00242 -40o8728 40o8486 l.OOOE-30 0 0 6298 Oo4435 23 00776 -0 02515 23 o3291 2 o135E-05 10o 4853 16o6481 5o 238E+05 876o 0000 -2 o1662 -29o 9433 27 o7771 1o OOOE-30 0 0 6298 Oo4435 20o2260 4o3743 15 o 8517 9 o 083E-06 10o4932 16 0 6608 5o256E+05 1752o0000 -4o0736 - 20o2089 16o1353 1. OOOE-30 0 0 6298 Oo4435 17 0 6932 8o4898 9 o2035 2 o 947E-06 10o4984 16 0 6690 5o 309E+05 5256 o 0000 -4 0 8437 -16 o28 14 11.4377 1. OOOE-30 0 0 6298 Oo4435 160 6618 10o1431 6 o5187 1. 616E-06 10o5069 16 06825 5o414E+05 1.051E+04 -50 6806 -12 0 01 22 6o3316 1. OOOE-30 0 0 6298 Oo4435 15 05451 11o 9391 3 o6060 7 o 069E-07 10 05143 16 06943 5o 422E+05 876o0000 -6 02828 - 8 o 9380 2 o 6552 1o OOOE-30 0 0 6298 0 04435 14 07494 13 o2373 1. 5122 1. 955E-07 10 05145 16o6946 5o 431E+05 876o 0000 -6 05839 -7 0 4009 Oo 8170 1. OOOE-30 0 0 6298 0 0 4435 14o3517 13 o8864 Oo 4653 1. OOOE-30 10 05145 16o 6946 5o 439E+05 730 o0 000 -O o 0375 0 00000 0 0 6298 0 04435 22 06640 2 o187E-04 10o6768 16 0 9523 Blocks: 26 5 o44 7E+05 876o 0000 -Oo0388 -40,8906 40o 8518 1. OOOE-30 0 0 6298 0 04435 22 0 6256 -002466 22 o 8722 2 o 042E- 05 10o6947 16o9807 5o 456E+05 876o 0000 - 2 o1 798 -29 0 9591 27 o7793 10 OOOE-30 0 06298 0 04435 19 08308 4o2888 15o5420 8o688E-06 10 07023 16o 9928 5o 474E+05 1752 o 0000 -4o0864 -20 o2230 16 o1366 10 OOOE-30 0 0 6298 Oo4435 17 03480 8o3241 9o0239 2o819E-06 10 07073 17o0007 5o526E+05 5256o0000 -4 0 856 1 -1 6o2947 11o4386 1o000E-30 0 0 6298 0 04435 160 3375 9o9457 6 o3918 1. 546E-06 10 07154 1700136 5o 631E+05 1o 05 1E+04 -5 06926 -1200247 6o3321 1o000E-30 0 06298 Oo4435 15o2433 11.7073 3o5360 6o 764E-07 1 0 07225 17o0249 5o 640E+05 876o 0000 - 6o2946 -8 0 9500 2 o 6554 10 OOOE-30 0 06298 0 0 4435 14o4630 12 0 9802 1. 4828 1. 871E-07 10 07227 1700251 5o 649E+05 876o 0000 -6 0 5956 -7 04126 0 o 8170 1. OOOE-30 0 0 6298 0 04435 14 0 0730 13 0 6168 0 o4562 10 OOOE-30 10 07227 17o0251 5o 656E+05 730 00000 -0 0 0510 0 0 0000 Oo 6298 Oo4435 2202441 2 o 099E-04 1 0o8784 17 o2723 Blocks: 27 5o 665E+05 876o 0000 -0 0 0522 -40o9071 40o8549 l.OOOE-30 0 0 6298 Oo4435 22o2086 -Oo2420 22 o4506 10 959E-05 100 8956 17o2996 5o 674E+05 876 0 0000 -2 01923 -29 0 9737 27 o7814 1. OOOE-30 Oo 6298 0 04435 19 o466 1 4 02099 15 o2562 8 o332E-06 10 0 9029 17 o3 112 5o 691E+05 1752 o 0000 -4 0 0982 -20o2359 16 o1377 10 OOOE-30 Oo 6298 Oo4435 17o0295 8 o1713 8 o 8582 2 o704E-06 10 o9 076 1703187 5o 744E+05 5256o 0000 -4 0 8676 -160 3070 11o 4394 1. OOOE-30 0 0 6298 0 0443 5 16o 0382 9o 7635 6o2747 1.483E-06 10 0 9154 17o3311 5o 849E+05 1. 05 1E+04 -5o 7037 -12 0 0363 6o 3326 1. OOOE-30 0 0 6298 Oo4435 14o9646 11.4933 3o 4713 6o 489E-07 10 0 9222 17o3419 5o 858E+05 876o 0000 -6 03055 -8 0 9611 2 o 6556 1. OOOE-30 0 0 6298 Oo4435 14 01986 12 o7429 1.4557 1.795E-07 10o9224 17o3422 5 o866E+05 876o 0000 -6 06063 -7 04234 0 o 8171 1. OOOE-30 0 06298 Oo4435 1 3o 8157 13o3678 Oo4479 l.OOOE-30 10 09224 17 03422 Report No. 1600539.401RO B-69 !S)Stnn:tum Integrity Associates. Inc.*

5. 874E+05 730.0000 -0. 0636 0. 0000 0. 6298 0.4435 21.8550 2. 020E-04 11.0720 17 . 579B Blocks: 28

5. 882E+05 876 . 0000 -0. 0646 -40 . 9223 40. B577 1. OOOE- 30 0. 629B 0. 4435

21. 8220 -0.2378 22. 059B 1. BB3E- 05 11. OBB6 17. 6060

5. 891E+05 876.0000 -2 . 2039 -29. 9872 27. 7B33 1. OOOE-30 0. 629B 0.4435 19.1280 4.1368 14.9912 B. 010E-06 1 1. 0956 17.6172 5.909E+05 1752.0000 -4. 1091 -20.2480 16.13B9 1. OOOE-30 0. 629B 0.4435 16.7341 8. 0295 B. 70 45

2. 600E-06 11.1001 17.6244

5. 961E+05 5256 . 0000 -4.8782 -1 6.3184 1 1. 4402 1. OOOE-30 0. 629B 0 . 4435 1 5.7606 9. 5945 6.1661 1. 426E-06 11.1076 17.6363

6. 066E+05 1. 051E+04 - 5.7 1 40 -12.0470 6 . 3330 1. OOOE-30 0. 6298 0 . 4435 14.7061 11.2947 3.4 114 6.240E- 07 11.1142 1 7.6467

6. 075E+05 876.0000 -6. 3156 -8.9713 2 . 655B 1. OOOE- 30 0. 629B 0 . 4435

13. 9534 12. 522B 1. 4306 1. 726E- 07 11.1144 17.6470

6. 084E+05 876.0000 -6. 6163 -7.4335 0. B172 1 . OOOE- 30 0. 629B 0.4435

13. 5771 13.1369 0. 4402 1. OOOE-30 11.1144 17 .6470 6 . 091 E+05 730. 0000 -0.0752 0. 0000 0 . 629B 0.4435 21.4929 1. 94 BE- 04 11.25B5 17.B759 Blocks: 29 6 .1 00E+05 876.0000 -0.0762 - 40.9365 40 . .B603 1 . OOO E-30 0. 629B 0.4435 21.4622 -0 . 2339 21. 6961 1 . B14E-05 11. 2745 17.9012 6.109E+05 876 . 0000 -2.2148 - 29. 999B 27. 7 B51 1. OOOE-30 0. 6298 0. 4435

18. 8132 4 . 06B7 14.7445 7. 716E-06 11. 2B12 17.9119 6.126E+ 05 1752.0000 -4.1193 -20.2592 1 6 .13 99 l.OOOE-30 0. 6298 0 . 4435

16. 4591 7.B976 B. 5615 2. 505E- 06 11. 2 B56 17.91B9

6. 179E+05 5256. 0000 -4.8881 -1 6.3290 11.4410 1. OOOE-30 0. 6298 0. 4435 15.5022 9. 4371 6. 0650 1. 374E- 06 11.292B 17.9304 6.284E+05 1.051E+04 -5.7236 -12.0570 6. 3334 1. OOOE- 30 0. 629B 0.4435 14.4654 11. 109B 3. 3555 6. 012E- 07 11.2992 17.9404

6. 293E+05 876 . 0000 -6.3249 -B.9809 2. 6559 1. OOOE- 30 0. 6298 0.4435 13.7250 12.317B 1. 4071 1. 663E- 07 11.2993 17.9406 6 . 301 E+05 876 . 0000 -6. 6256 -7 .442B O.B172 l. OOOE- 30 0. 629B 0.4435 13 .3549 1 2.9219 0.4330 l.OOOE-30 11.2993 17.9406

6. 309E+05 730.0000 -0.0861 0. 0000 0. 629B 0 . 4435 21.1547 1. BB2E- 04 11. 43B5 1B.1617 Blocks: 30

6. 317E+05 876 . 0000 -0.0870 -40.949B 40. B627 1. OOOE-30 . 0 . 629B 0.4435 21.1261 -0.2302 21.3563 1. 750E- 05 11. 4539 1B .1B60

6. 326E+05 876.0000 -2.2249 - 30.0116 27. 7B67 1. OOOE- 30 0. 629B 0. 4435

18. 5191 4. 0051 14.5140 7.447E- 06 11.460.4 1 B.1964 6.344E+05 1752 . 0000 - 4. 1 288 -20.2697 16 . 140B 1. OOOE- 30 0. 629B 0. 443 5 16 .202 1 7. 7743 8 .427B 2.417E-06 11.4646 1B. 2031

6. 396E+05 5256.0000 -4 . 8973 -16.3390 11.4416 1. OOOE-30 0. 629B 0. 4435 15.2606 9. 2901 5.9705 1.326E-06 1 1. 4716 1 B.2142

6. 501E+05 1 . 051E+04 - 5.7326 -1 2.0663 6. 333B 1. OOOE-30 0. 629B 0.4435 14 .2404 10. 9370 3.3033 5.B04E-07 11.4777 1B.2239

6. 510E+05 876.0000 -6.333 7 -B. 9B9B 2. 6561 1. OOOE-30 0. 629B 0.4435

13. 511 5 1 2. 1 262 1. 3B53 1. 605E-{)7 11.477B 1B .224 1 6 . 519E+05 876.0000 -6.6343 -7.4516 O.B173 l.OOOE- 30 0. 629B 0.4435 13.1472 12.7209 0 . 4262 1. OOOE- 30 11. 4 77B 1B.2241

6. 526E+05 730.0000 -0. 0963 0. 0000 0. 629B 0. 4435 20.8379 1 . B21E- 04 11. 6124 1B.4378 Bl ocks: 31 6 . 535E+05 876.0000 -0. 0971 - 40.9622 40. B650 1. OOOE- 30 0. 629B 0.4435

20. 8110 -0 . 226B 21. 0377 1. 692 E- 05 11.6273 1B.461 4

6. 544E+05 876.0000 -2.2344 -30.0227 27. 7BB3 1. OOOE-30 0. 629B 0.4435 18.2434 3. 9455 1 4.2979 7.200E-06 11 . 6336 1B.4714 6.561E+05 1752.0000 - 4. 1377 - 20 . 2795 16 .1417 l.OOOE-30 0. 629B 0.4435

15. 9611 7.65B6 B. 3025 2. 337E-06 11. 6377 1B .4 779

6. 614E+05 5256. 0000 -4 . 9060 -1 6. 34B3 11. 4423 1. OOOE-30 o. 629B 0.4435 1 5.0341 9.1522 5. BB19 1.2B2E-06 11. 6444 1 B. 4BB6

6. 719E+05 1. 051E+04 -5.7410 -12.0751 6. 334 1 1. OOOE- 30 0. 629B 0.4435

14. 0294 10.7750 3. 2544 5. 612E-07 11.6503 1B.4980

6. 728E+05 876.0000 -6.3420 -B. 99B2 2. 6562 1 . OOOE-30 0. 6298 0 .4 435

13. 3113 11.9466 1. 364 7 1. 552E-07 11. 6505 1B.49B2

6. 736E+05 876.0000 -6. 6425 -7.4598 0 . B173 1. OOOE- 30 0. 629B 0. 4435 1 2. 9523 12. 5324 0. 4199 1. OOOE- 30 11. 6505 18.49B2

6. 744E+05 730.0000 -0.1059 0. 0000 0. 629B 0 . 4435 20.5400 1. 764E-04 11. ?BOB 18. 7052 Blocks : 32 Report No. 1600539.401RO B-70 SJStnu:tuiWI hllegrlty Associates. tnr:.*

6. 753E+05 876.0000 -0.1067 -40.9739 4 0. 8672 1. OOOE-30 0. 6298 0. 4435 20.5 147 - 0.2236 20.7382 1. 638E-05 11.7952 18.7280 6.761E+05 876.0000 -2.2433 -30.0330 27.7897 1 . OOOE-30 0. 6298 0.4435 17.9 841 3. 8894 14.0947 6.971E-06 11. 8013 18.7377

6. 779E+05 1752. 0000 -4 .1461 -20.2887 16.1426 1. OOOE-30 0. 629 8 0.4435 15.73 45 7.5499 8.1846 2 .263E-06 11. 8053 1 8.7440

6. 831E+05 5256.0000 -4. 9142 -16.3570 11.4429 1. OOOE-30 0. 6298 0. 4435

14. 8210 9. 0225 5.7985 l.241E-06 11.8118 18.7544

6. 936E+05 1. 051E+04 -5.7489 -12.0833 6. 3345 1. OOOE-30 0. 6298 0.4435

13. 8309 10.6225 3. 2084 5. 435E-07 11.8175 18 .7635

6. 945E+05 876.0000 -6.3497 -9.0061 2. 6564 1. OOOE-30 0. 6298 0.4435 13.1230 11.7775 1. 3454 1. 503E-07 11. 8177 18.7637

6. 954E+05 876.0000 -6. 6501 -7.4675 0.8173 l.OOOE-30 0. 6298 0.4435 12.7691 12. 3551 0. 4140 1. OOOE-30 11.8177 18.7637

6. 961E+05 730.0000 -0.1149 0. 0000 0 . 6298 0.4435 20.2592 1. 712E-04 11.9441 18.9644 Blocks: 33

6. 970E+05 876.0000 -0 .1157 -40. 9849 40.8692 1. OOOE-30 0. 6298 0.4435 20.2353 -0.2205 20.4558 1.589E-05 11.9580 18.9866

6. 979E+05 876.0000 -2.2517 -30. 0428 27.7911 1 . OOOE-30 0. 6298 0.4435 17.7396 3. 8366 13.9031 6.760E-06 11. 9640 18. 9960 6.996E+05 1752.0000 - 4.1540 -2 0.2974 16 .1434 1. OOOE-30 0. 6298 0. 4435 15.5208 7.4474 8. 0735 2 .195E-06 11.9678 19. 0021

7. 049E+05 5256.0000 -4 .92 18 -16.3653 11.4434 1. OOOE-30 0. 6298 0.4435 14.6201 8. 9002 5. 7199 1. 204E-06 11.9741 19.0121 7 . 154E+ 05 1. 051E+04 -5 . 7564 -12.0911 6. 334 8 1. OOOE-30 0. 6298 0. 4435 13.6437 10.4787 3.1649 5.271E-07 11.9797 1 9. 0209 7 . 163E+05 876.0000 -6.3570 -9. 0135 2. 6565 1. OOOE-30 0. 6298 0. 4435

12. 9453 11. 6181 1. 3272 1. 458E-07 11.9798 19.0211 7 .172E+05 876 .00 00 -6.6573 -7 .474 7 0.8174 l.OOOE-30 0. 6298 0.4435 12.5963 1 2. 1879 0. 4084 1. OOOE-30 11.9798 1 9.0211 7 . 179E+05 730. 0000 -0.1234 0. 0000 0. 6298 0. 4435

19. 9939 1. 664E-04 12. 1026 19.2161 Blocks: 34 7 .188E+05 876.0000 -0 . 1242 -40 .9953 40.8711 l.OOOE-30 0. 6298 0. 4435

19. 9713 -0.2176 20.1889 1.542E-05 12.1161 19 .2376 7 .196E+05 876 . 0000 - 2.259 7 -30. 0521 27.7924 1. OOOE-30 0. 6298 0. 4435

17. 5085 3. 7866 13 .72 19 6.563E-06 12.1219 19.2467 7.214E+05 1752.0000 -4.1615 -20.3056 16.1441 1. OOOE-30 0. 6298 0. 4435 15.3188 7. 3505 7. 9684 2 . 131E-06 12.1256 19.2527

7. 266E+05 5256. 0000 -4 . 9291 -16.3731 11.4440 1. OOOE-30 0. 6298 0.4435 14.4301 8.7845 5. 6456 1.169E-06 1 2. 1 318 19.2624

7. 372E+05 1. 051E+04 -5.7634 -12.0985 6. 3351 1. OOOE-30 0. 6298 0.4435 13.4666 10.3428 3.1239 5 .119E-07 12 .1372 19.2710

7. 380E+05 876.0000 -6. 3639 -9.0206 2. 6566 1. OOOE-30 0. 6298 0.4435 12.7774 11.4674 1. 3 1 00 1. 416E-07 12.1373 19.2712

7. 389E+05 876.0000 -6. 6642 -7.4816 0.8174 l.OOOE-30 0. 6298 0.4435 12.4328 12 . 0298 0. 4031 1. OOOE-30 12.1373 19.2712 7 . 396E+05 730.0000 -0 .1315 0. 0000 0. 6298 0.4435 19.7425 1. 618E-04 12.2567 19.4607 Blocks : 35

7. 405E+05 876.0000 -0. 1 322 -41.0052 40.8730 1. OOOE-30 0. 6298 0. 4435 19.7211 -0. 2149 19.9360 1.499E-05 12.2698 19.4816

7. 414E+05 876.0000 -2.2672 - 30. 0609 27.7937 1. OOOE-30 0. 6298 0.4435 17.2895 3.7392 13. 5503 6. 380E-06 12.2754 19.4905

7. 431E+05 1752.0000 -4.16 86 -20. 3134 16 .1449 l.OOOE-30 0. 6298 0. 4435 15 . 1274 7.2586 7. 8688 2. 071E-06 12 .2 791 19.4963

7. 484E+05 5256.0000 -4 . 9360 -1 6.3805 11.4445 1. OOOE-30 0. 6298 0.4435 14.2501 8. 6749 5. 5752 1.136E-06 12.2850 19. 5058

7. 589E+05 1. 051E+04 -5.7701 -12.1054 6. 3353 1. OOOE-30 0. 6298 0.4435 13 .2989 10.2139 3. 0849 4. 976E-07 12.2903 19.5141

7. 598E+05 876.0000 -6.3705 -9. 0272 2. 6568 1. OOOE-30 0. 6298 0. 4435

12. 6182 11.3245 1. 2937 1. 376E-07 12.2904 19.5143

7. 607E+05 876.0000 -6.6707 -7 .4881 0. 817 5 1. OOOE-30 0. 6298 0. 4435 12.2780 11.8799 0.3981 1. OOOE-30 12. 2904 19.5143

7. 614E+05 730.0000 -0. 1392 0. 0000 0. 6298 0.4435 19.5039 1. 576E-04 12.4066 19.6988 Blocks : 36

7. 623E+05 876.0000 -0 .1398 -41.0145 40.8747 l.OOOE-30 0. 6298 0.4435 19.4836 -0.2123 19.6959 1. 459E-05 12. 4194 19. 7191

7. 631E+05 876.0000 -2.2744 -30.0692 27.7948 1. OOOE-30 0. 6298 0. 4435 17.0816 3. 6942 13. 3873 6. 208E-06 12.4249 19.7278 Report No. 1600539.401RO B-71 I}Stnlctural IRiegrlty Associates. Inc.*

7. 649E+05 1752.0000 -4.1753 -20.3209 16.1455 l. OOOE-30 0. 6298 0. 4435 14.9457 7.1714 7 . 7743 2.016E-06 12.4284 19.7334

7. 702E+05 5256 . 0000 -4.9426 -16.3875 11 . 4450 l. OOOE-30 0 . 6298 0 . 4435

14. 0792 8.5709 5. 5083 l . l06E-06 12. 4342 19.7426

7. 80 7E+05 l. 051E+ 0 4 -5.7764 -12.1121 6 . 3356 l. OOOE-30 0. 6298 0.4435 13.1395 10 . 0916 3 . 0480 4. 843E-07 12. 4393 19.7507

7. 815E+05 876.0000 -6.3767 -9.0336 2 . 6569 l. OOOE-30 0 . 6298 0.4435 12.4670 11.1889 l. 2782 l. 340E-07 12. 4394 19.7509

7. 824E+05 876 . 0000 -6.6768 -7 . 4943 0.8175 l.OOOE- 30 0. 6298 0.4435 12 . 1309 ll. 7376 0. 3933 l. OOOE-30 12.4394 19.7509

7. 831E+05 730 . 0000 -0.1465 0. 00 0 0 0. 6298 0. 4435 19.2770 l . 536E-04 12. 5527 19. 9307 Blocks: 37

7. 840E+05 876.0000 -0.1471 -41.0234 40.8763 l. OOOE-30 0. 6298 0.4435 19.2576 -0 . 2099 19 . 4675 l. 421E-05 12. 5651 19. 9505

7. 849E+05 876.0000 -2 . 2812 -30. 0771 27.7959 l. OOOE- 30 0 . 6298 0.4435 16 . 8838 3. 6515 13.2323 6 . 04 7E-06 12.5704 19.9589 7.866E+05 1752 . 0000 -4 . 1817 -20.3279 16.1462 l. OOOE- 30 0. 6298 0. 4435 14.7727 7.0884 7. 6843 l . 964E-06 12.5739 19.9644

7. 919E+05 5256.0000 -4 . 9488 -16.3942 ll. 4454 l. OOOE-30 0. 6298 0. 4435 13.9165 8.4719 5. 4446 l. 077E- 06 12.5795 19 . 9734

8. 024E+05 l. 051E+04 -5 . 7825 -12.1183 6. 3359 l. OOOE-30 0. 6298 0.4435 12 . 9879 9. 97 51 3. 0128 4. 718E-07 12.5845 19. 9812

8. 033E+05 876.0000 -6.3826 -9. 0396 2 . 6570 l. OOOE-30 0. 6298 0 . 4435

12. 3232 ll. 0598 l. 2634 l. 305E-07 12.5846 19. 9814

8. 042E+05 876.0000 -6. 6827 -7.5002 0. 8175 l. OOOE-30 0. 6298 0 . 4435

11. 9909 11. 6021 0 . 3887 l. OOOE- 30 12.5846 19. 9814

8. 049E+05 730.0000 -0.1534 0. 0000 0. 6298 0.4435 19 . 0607 l. 499E-04 12 . 6951 20.1568 Blocks: 38

8. 058E+05 876.0000 -0.1540 -41.0319 40.8779 l.OOOE-30 0. 6298 0. 4435

19. 0423 -0.2075 19.24 98 l. 385E-05 12.7072 20 . 1761 8 . 067E+05 876 . 0000 -2 . 2876 -30.0847 27.7970 l. OOOE-30 0. 6298 0 . 4435 16 . 6952 3. 6107 13.0845 5. 896E-06 12. 7124 20.1843

8. 084E+05 17 52. 0000 -4.1878 -20.3346 16 . 1468 l. OOOE- 3 0 0. 6298 0. 4435 14.6079 7 . 0093 7. 5986 l. 915E-06 12. 7158 20 .1 897 8 .l37E+05 5256.0000 -4 . 9547 -16.4006 11 . 4459 l. OOOE-30 0. 6298 0 . 4435 13.7614 8. 3775 5. 3840 l. 051E- 06 12.7213 20.1984

8. 242E+05 l. 051E+04 -5.7882 -12.1244 6. 3361 l. OOOE-30 0 . 6298 0 . 4435 12.8434 9. 8641 2. 9793 4. 601E-07 12.7261 20.2061 8 . 250E+05 876 . 0000 -6.3882 -9.0453 2. 6571 l. OOOE-30 0. 6298 0. 4435 12 . 1861 10. 9367 1.2494 l.273E-07 12.7262 20.2063 8 . 259E+05 876.0000 -6.6882 -7.5058 0.8176 l.OOOE-30 0. 6298 0.4435 11.8575 ll. 4730 0. 3844 l. OOOE-30 12.7262 20.2063

8. 267E+05 730.0000 -0.1601 0. 0000 0 . 6298 0 . 4435

18. 8543 l. 464E-04 12.8341 20.3775 Blocks: 39

8. 275E+05 876.0000 -0.1607 -41.0400 40.8794 l. OOOE- 30 0. 6298 0. 4435 18.8367 -0.2053 19.0420 l. 352E-05 1 2. 8459 20. 3963

8. 284E+05 876.0000 -2.2938 -30. 0919 27. 7980 l. OOOE-30 0. 6298 0.4435

16. 5152 3. 5717 12.9434 5. 754E-06 12.8510 20.4043 8 . 302E+05 1752.0000 -4 .1936 - 20 . 3410 16.1474 l. OOOE-30 0 . 6298 0. 4435

14. 4505 6. 9338 7 . 5167 l. 869E-06 12 . 8543 20.4095

8. 354E+05 5256. 0000 - 4. 9604 -16 . 4067 11.4463 l. OOOE-30 0. 6298 0 . 4435

13. 6134 8. 2873 5. 3261 l. 025E-06 1 2 . 8596 20.4181

8. 459E+05 l. 0 51E+04 -5.7937 -12 . 1301 6. 3363 l. OOOE- 30 0. 6298 0.4435 12.7054 9. 7 58 1 2.9473 4.490E-07 12 . 8644 20.4256

8. 468E+05 876.0000 -6 . 3936 -9. 0 508 2. 6572 l. OOOE-30 0. 6298 0 . 4435

12. 0551 1 0 . 8192 l. 2359 l. 242E- 07 12.8645 20 . 4258

8. 4 77E+05 876.0000 -6 . 6936 - 7.5112 0 . 8176 l.OOOE-30 0. 6298 0.4435 11.7300 11.3498 0. 3803 l. OOOE-30 12 . 8645 20.4258

8. 484E+05 730. 0000 -0.1664 0. 0000 0. 6298 0.4435

18. 6569 l. 431E-04 12. 9698 20.5931 Bl ocks: 40

8. 493E+05 876 . 0000 -0.1670 -41.0478 40.8808 l. OOOE-30 0. 6298 0.4435 1 8 . 6401 - 0.203 1 18 . 8432 l. 320E-05 12.9814 20.6114 8 . 502E+05 876 . 0000 -2.2998 -30.0988 27.7990 l. OOOE-30 0. 6298 0.4435 16.3430 3 . 5345 12.8085 5 . 620E-06 12.9863 20. 6193

8. 519E+05 1752.0000 -4.1992 -20.3472 16.1480 l. OOOE-30 0. 6298 0 . 4435

14. 30 0 0 6.8616 7. 4384 l. 825E- 06 12.9895 20. 6243

8. 572E+05 5256 . 000 0 -4 . 9658 -16 . 4125 ll. 4467 l. OOOE- 30 0.6298 0. 4435 13 . 4718 8. 20 11 5.2707 l.OOlE-06 12.9948 20. 6327 Report No. 1600539.401RO B-72 SJstnn:turalllllefrlty Associates, Jnc.*

8. 677E+05 1. 051E+04 -5.7990 -12.1356 6. 3366 1. OOOE- 30 0. 6298 0.4435 12.5734 9. 6567 2. 9167 4 . 386E-07 12. 9994 20.6400

8. 686E+05 876.0000 -6.3988 -9. 0560 2. 6573 1. OOOE-30 0. 6298 0.4435

11. 9299 10.7068 1. 2231 1. 213E- 07 12. 9995 20.6402

8. 694E+05 876.0000 -6.6987 -7.5163 0.8176 l.OOOE-30 0. 6298 0.4435

11. 6082 11.2318 0. 3763 1. OOOE-30 12. 9995 20.6402

8. 702E+05 730.0000 -0.1725 0. 0000 0. 6298 0. 4435 18.4679 1. 399E-04 13.1025 20. 8038 Blocks: 41

8. 710E+05 876.0000 -0.1730 -41.0552 40.8822 1. OOOE-30 0. 6298 0. 4435 18.4518 -0.2011 18.6529 1. 291E-05 13.1139 20.8217

8. 719E+05 876.0000 -2. 3054 -30.1054 27.7 999 1. OOOE- 30 0. 6298 0.4435 16.1782 3. 4989 12.6793 5.493E-06 13.1187 20 . 8294 8.737E+05 1752.0000 -4.2045 -20.3530 16.1485 1. OOOE-30 0 . 6298 0.4435 14 .1559 6. 7924 7 . 3634 1. 784E-06 13.1218 20 . 8343

8. 789E+05 5256.0000 -4. 9710 -16.4180 11.4471 1. OOOE-30 0. 6298 0.4435

13. 3362 8.1186 5.2176 9. 789E-07 13.1270 20. 8425

8. 894E+05 1. 051E+04 -5.8040 -12.1408 6. 3368 1. OOOE-30 0. 6298 0.4435 12.4470 9. 5596 2.8873 4.288E- 07 13. 1315 20.8497 8 . 903E+05 876.0000 -6 . 4037 -9.0611 2. 6574 1. OOOE- 30 0. 6298 0.4435

11. 8099 10. 5991 1. 2108 1.186E-07 13.1316 20.8498

8. 912E+05 876.0000 -6.7036 -7.5212 0.8176 l.OOOE-30 0. 6298 0. 4435 11.4915 11.1189 0. 3726 1. OOOE-30 13.1316 20 . 8498

8. 919E+05 730.0000 -0.1783 0. 0000 0. 6298 0. 4435 18.2868 1. 369E-04 13.2324 21.0099 Blocks: 42

8. 928E+05 876.0000 -0 . 1788 -41.0623 40.8835 1. OOOE-30 0. 6298 0.4435 18.2713 -0.1991 18.4704 1. 262E-05 13. 2434 21.0275

8. 937E+05 876.0000 -2 . 3109 -30.1117 27. 8008 1. OOOE- 30 0. 6298 0.4435

16. 0201 3. 4647 12.5554 5 . 373E-06 13.2481 21.0349

8. 954E+05 1752.0000 -4.2097 -20.3587 16.1490 1. OOOE- 30 0. 6298 0. 4435 14.0176 6. 7261 7. 2915 1. 745E-06 13.2512 21. 0398

9. 007E+05 5256.0000 -4.9760 -16.4234 11.4474 1 . OOOE-30 0. 6298 0.4435 13.2061 8. 0394 5.1667 9. 576E-07 13.2562 21.0478 9 .112E+05 1. 051E+04 -5.8089 -12.1458 6.3370 l.OOOE- 30 0. 6298 0 . 4435

12. 3257 9. 4665 2. 8592 4 . 1 94E- 07 13.2606 21.0548 9 .121E+05 876 . 0000 -6.4084 -9.0659 2. 6574 1. OOOE- 30 0. 6298 0. 4435 11.6949 10.4959 1.1990 1.160E-07 13.2607 21.0550 9 .129E+05 876.0000 -6.7082 -7.5259 0. 8177 1. OOOE-30 0. 6298 0 . 4435 11.3795 11.0106 0. 3689 1. OOOE-30 13.2607 21 . 0550 9 .137E+05 730. 0000 -0. 1839 0. 0000 0. 6298 0. 4435 18.1128 1 . 341E-04 13. 3594 21.2117 Blocks: 43 9.145E+05 876.0000 -0. 1844 -41.0692 40.8848 1. OOOE-30 0. 6298 0.4435 18.0980 -0.1972 18.2952 1. 235E-05 13.3703 21.2289 9 .154E+05 876.0000 -2.3161 -30.1178 27. 8017 1. OOOE-30 0. 6298 0.4435 15 . 8683 3.4318 12.4364 5.259E-06 13.3749 21.2362 9.172E+05 1752.0000 - 4.2146 -20.3641 16.1495 1. OOOE-30 0. 6298 0.4435 13.8849 6. 6624 7. 2225 1. 708E-06 13.3779 21.2409

9. 224E+05 5256. 0000 -4. 9808 -16.4285 11.4478 1. OOOE-30 0 . 6298 0.4435

13. 0812 7. 9634 5.1179 9.373E-07 13.3828 21.2488

9. 329E+05 1. 051E+04 -5.8135 -12 . 1507 6. 3372 1. OOOE-30 0 . 6298 0.4435 12.2092 9. 3771 2. 8322 4. 106E-07 13. 3871 21.2556

9. 338E+05 876.0000 -6.4130 -9.0705 2. 6575 1. OOOE-30 0. 6298 0. 4435 11.5844 10. 3967 1. 1877 1.136E-07 13. 3872 21.2558

9. 347E+05 876.0000 -6. 7127 -7.5304 0. 8177 1. OOOE-30 0. 6298 0.4435 11.2720 10 . 9066 0. 3654 1. OOOE-30 13. 3872 21.2558

9. 354E+05 730.0000 -0.1893 0. 0000 0. 6298 0.4435 17.9456 1. 314E-04 13.4839 21.4093 Blocks: 44

9. 363E+05 876 . 0000 -0.1898 -41.0758 40.8860 1. OOOE-30 0. 6298 0. 4435 17.931 3 -0.1954 18 .1267 1. 210E-05 13.4945 21.4261

9. 372E+05 876.0000 -2.3211 -30.1236 27.8025 1. OOOE-30 0. 6298 0.4435 15.7223 3. 4003 12. 3220 5. 150E-06 13.4990 21. 4333 9 . 389E+05 1752.0000 -4.2193 -20.3693 16.1500 1. OOOE-30 0. 6298 0. 4435 13.7573 6. 6012 7.1561 1. 673E-06 13 . 5020 21.4380

9. 442E+05 5256. 0000 -4. 9854 -16.4335 11.4481 1. OOOE-30 0. 6298 0.4435

12. 9611 7. 8903 5 . 0709 9.181E-07 13. 5068 21.4456

9. 54 7E+05 1. 051E+04 - 5.8180 -12.1553 6. 3374 1. OOOE-30 0. 6298 0.4435 12.0973 9.2911 2. 8062 4 . 021E- 07 13.5110 21.4523

9. 556E+05 876.0000 -6.4174 -9.0750 2. 6576 1. OOOE- 30 0. 6298 0 . 4435 11.4782 10.3014 1.1768 1.112E-07 13. 5111 21. 4 525 Report No. 1600539.401RO B-73 SJstmctunrlllllegrlty Associales.lna.*

9 o564E+05 B76 o0000 - 6o7171 -7 05348 Oo8 17 7 l.OOOE-30 0 0 6298 Oo4435 11.1686 10 0 8065 0 o 3621 1. OOOE-30 13 05111 21.4525 9 o572E+05 7 30 00000 - 0 o1945 0 0 0000 0 0 6298 Oo4435 17o7847 1. 2B9E-04 13 0 6059 21. 6030 Blocks: 45 9 o5B1E+05 876 o0000 - 0 01 949 -41. 0821 40o 8871 1. OOOE-30 0 0 6298 Oo 4435 1 7o 7709 -0 01937 1 7 o 9646 1.1B6E-05 1 3 0 6163 21o 6 1 95 9 o589E+ 05 B76o 0000 -2 03260 - 30 01292 27 o 8033 10 OOOE-30 Oo 6298 0 04435 15 o58 1B 3 03699 1 2 o2 11 9 5o 047E- 06 13 0 6207 21.6265 9 o607E+ 05 1752 o 0000 - 4o223B -2 0 03743 1 6o1504 1. OOOE-30 Oo 6298 Oo4435 13 0 63 4 4 6 05422 7 o 0922 1. 640E-06 13 0 6236 21. 6311 9 o659E+05 5256 o 0000 -4 0 9898 -16o43B2 11 o 4484 1. OOOE-30 0 0 6298 Oo4435 12 0 8455 7 0 8199 5o 0256 B o997E-07 13 0 6283 21. 6386 9 o764E+05 1. 051E+ 04 - 50 8223 -12 o159B 6o 3375 1. OOOE- 30 0 0 6298 Oo 4435 110 9895 9 02083 2o 7812 3o941E-07 13 0 6325 21. 6452 9o 773E+05 B76o0000 - 6 04216 - 9o0792 2 o 6577 1. OOOE-30 0 0 6298 Oo443 5 11.3759 1 0 02096 1 o1663 1o 090E- 07 13 0 6326 21.6454 9 o7B2E+05 B76o 0000 -6 07212 -7 05390 0 o 81 7 7 1 o OOOE-30 0 0 6298 Oo4435 1 1. 069 1 10 07103 0 o3589 1. OOOE-30 13 0 6326 21.6454 9 o7B9E+05 730 0 0000 - 0 o1995 0 00000 0 0 6298 Oo4435 1 7o6296 1. 264E- 04 13 07256 2 1.7 930 Blocks : 46 9 o79BE+05 B76 o0000 -0 01 999 - 41.0882 40oBBB3 l.OOOE-30 0 0 6298 Oo4435 17 0 6 164 - 0 o1920 17 o80B4 1.163E-05 13o 7 358 21.8092 9o8 07 E+05 B76o0000 - 2 03306 -30 o1347 2 7 o 8040 1. OOOE-30 0 0 6298 Oo 4435 15o4465 3o 3406 1 2o1059 4o949E- 06 13 07401 21.8161 9 oB24E+05 1 752 o 0000 -4 02282 -200 3791 16 o1509 1o OOOE-30 0 0 6298 Oo4435 13o5 1 6 1 6o4854 7 o 0306 10 60BE-06 13 07429 2 10 8205 9 o B77E+05 5256 o 0000 -4o9940 - 16o 4428 11 o44B7 l.OOOE-30 0 0 6298 0 04435 12 07341 7 07 521 4 o 982 1 B o B23E-07 13o 7476 2 1. 8279 9 o 9B2E+05 10 051E+04 -50 8264 -1 2o164 1 6o 3377 1. OOOE-30 0 06298 0 04435

11. 8856 9 o12B5 20 7571 3o B65E-07 13o 7516 210 8343 9o 991E+05 B76o 0000 -6 04256 -9 0 0834 2 o 6577 1. OOOE-30 0 0 6298 0 04435 11.2773 10 o1211 1o1562 1 o069E-07 13 o7517 21o 8345 1 o OOOE+06 B76o0000 -6 07252 - 7o5430 Oo817B l.OOOE-30 Oo629B Oo4435 10 09732 10o6175 0 o 3558 1. OOOE-30 13 o7517 21. 8345 1 o 001E+06 730 0 0000 -Oo2043 0 0 0000 0 0 6298 Oo4435 17o480 1 1. 241E-04 13 0 8430 21.9794 Blocks : 47 10 002E+06 B76o0000 - Oo2047 - 4 1. 0941 40 o8894 1. OOOE-30 0 0 6298 Oo443 5 17o4674 - 0 o1 903 17 o 6577 1.141E- 05 13o8530 21.9953

1. 002E+06 B76o 0000 - 2 03351 -30 01399 27 o 8048 1. OOOE-30 0 0 6298 Oo4435 15 03159 3 03124 12 o 0035 4 o BSSE-06 13 0 8572 22 0 0020

1. 004E+06 1752 o 0000 -4 02324 -20 03838 1 6 o1513 1. OOOE- 30 0 0 6298 Oo4435 1 3o401 9 6o430 7 6o9713 1.577E-06 13 0 8600 22 0 0064 10 009E+06 5256 o 000 0 - 4 0 99 82 -1 6 04472 11 o 44 90 1o OOOE- 30 0 0 6298 Oo4435 1 2 0 6267 7 0 686 7 4o9400 8 o656E-07 13o8645 22o0136 l o 020E+ 06 1o 051E+04 - 5 0 8304 -1 2 o1 6B3 6 o3379 1. OOOE-30 0 0 6298 Oo4435 11 o7854 9 0 0516 2o 7339 3o 792E-07 13 0 8685 22 0 0200

1. 021E+06 B76o 0000 -6 04295 -9 00873 2 o 6578 1 oOOOE-30 0 0 6298 Oo 4435 1101823 10 0 0358 101465 1 o049E-07 130 8686 22 0 0201

1. 022E+06 B76o 0000 -6 07291 -7 05469 Oo817B l.OO OE- 30 0 0 6298 Oo4435 1 0 o8807 10o52BO 0 o3528 1 oOOOE- 30 1 3o 8686 22 00201 1 o 022E+06 730 o 0000 -0 02089 0 0 0000 0 06298 0 04435 17o335B 1. 219E- 04 13 0 9582 22 o1624 Bl ocks: 48

1. 023E+06 876 o 0000 - Oo2093 -41. 0997 40o8904 l.OOOE-30 0 0 6298 0 04435 17o3235 - 0o1BBB 1 7 o5 1 22 1 o120E- 05 13o96BO 22o17BO 1o 024E+06 876 o 0000 -2 03394 -30o1449 27 o BOSS 1 0OOOE-30 0 0 6298 Oo 4435 1 5 o1899 3o2851 11 o904 B 4o766E- 06 1 3 0 9722 22o1846

1. 026E+0 6 1 752 o 0000 -4 o2365 -20o3BB3 16 o1517 1. OOOE-30 0 0 6298 Oo4435 1 3o2917 6o377B 6o 9139 1. 54BE-06 1 3o9749 22 o1 BB9 10 03 1E+06 5256 o 0000 -50 0021 -16o4515 11. 4493 1. OOOE- 30 0 0 6298 Oo4435 1 2 05230 7 0 6235 4 o 8994 B o497E-07 13o9794 22 o1960 1 o042E+06 1 o 051E+04 -5o8343 -12o1723 6o 3380 1. OOOE-30 0 0 6298 Oo4435 11o 6887 B 9773 o 2 o7114 3 o722E-07 13 0 9833 22 02022

1. 043E+06 B76o 0000 -6 04333 - 9 0 09 1 2 2 o 6579 1. OOOE- 30 0 0 6298 Oo4435 11o 0905 9 0 9535 1.1370 1. 030E-07 13 09834 22 02024

1. 043E+06 B76o 0000 -6o732B - 7 0 5506 0 o 8 1 78 1. OOOE-30 0 0 6298 Oo4435 1 0o 7914 10 o4416 Oo3499 l.OOOE-30 13 o9834 22o2024 10 044E+06 730 o0000 - 0 02134 0 00000 0 0 6298 Oo4435 17 o1963 1 o1 9BE-04 14 0 0714 22 03421 Report No. 1600539.401RO B-74 l)s~n~ctunrlllllegrlly Associales, Inc!'

Blocks : 49

1. 045E+06 876o0000 -Oo2138 -41.1052 40o 8914 1. OOOE- 30 0 0 6298 Oo 4435 17 ol844 -Ool873 l7o3717 lo099E-05 14 0 0811 2203574 lo 046E+06 876o 0000 -2 03436 -30ol498 27 o 8062 1. OOOE- 30 0 0 6298 0 0 4435 15 00681 3o2588 11.8093 4 o 680E-06 14 0 0852 22 03639

1. 048E+06 1752o 0000 -4 02405 - 20 03926 l6ol521 1. OOOE-30 0 0 6298 Oo4435 13 01 852 6o 3267 6 o 8585 1. 521E- 06 14 o0878 22 03682

1. 053E+06 5256o 0000 -5 0 0060 -l6o 4556 11.4496 1. OOOE-30 0 0 6298 Oo4435 12 04227 7 05625 4 o 8602 8 o 345E-07 14 00922 22 03751 lo 063E+06 lo 05 1E+ 04 -So 8380 -l2o1762 6 o3382 1. OOOE- 30 0 0 6298 Oo4435

11. 5952 8 0 9055 2 o6897 3 o656E-07 14 0 0961 22 03812 l o 064E+06 876o 0000 -6 0 4370 -9 0 0949 2 o 6580 l oOOOE-30 0 06298 0 04435

11. 00 1 8 9 0 8738 1.1280 1. 011E-07 14 0096 1 22 03814 l o 065E+06 876o 0000 - 6o7364 -7 05543 0 o 8178 1. OOOE-30 0 0 6298 0 0 4435 l0o7051 l0 o3581 0 o34 71 1. OOOE- 30 l4o0961 22 0 3814

1. 066E+06 7 30o 0000 -0o2178 0 0 0000 Oo 6298 0 0 4435 17 0 0615 1. 177E-04 l4ol826 22o5187 Blocks: 50 lo 067E+06 876 0 0000 -0 02181 -41.1105 40o 8924 1. OOOE-30 0 0 6298 0 04435 17 0 0499 -0 ol BSB 17 o2357 1. OBOE-OS l4ol92 1 22 05338 lo 068E+06 876o0000 - 2 03477 -30 ol545 27 o 8068 1. OOOE-30 0 0 6298 Oo4435 14 0 9503 3 02333 11o 7170 4o598E-06 14 ol96 1 22 05402 lo 069E+06 1752 o 0000 - 4 02443 - 20 03968 l 6 ol525 1. OOOE- 30 0 0 6298 0 0 4435 1 3 0 0822 6 o2772 6o8049 1.494E-06 l4ol988 22 0 5443

1. 075E+06 5256o 0000 - 50 0097 -l6o4596 11.4499 1. OOOE-30 0 0 6298 Oo4435 12 03257 7 05034 4 o 8223 8 ol99E-07 14 0203 1 22 05512 lo 085E+06 lo 051E+04 -50 84 1 6 -l2ol799 6 o3383 1. OOOE- 30 0 0 6298 Oo4435 11 o5048 8 0 8360 2 o 6688 3 o 592E-07 14 02069 22 0 5571

1. 086E+06 876o 0000 -6 o4405 -9 0 0985 2 o 6580 l o OOOE-30 0 0 6298 Oo4435 10 0 9160 9o 7968 1.1192 9 o 934E-08 14 02069 22 0 5573 lo 087E+06 876o 0000 -6 o 7399 -7 05578 0 o 8179 l o OOOE-30 0 0 6298 Oo4435 lOo 6216 l0o2773 0 o3444 1. OOOE- 30 14 02069 22 0 5573 lo 088 E+ 0 6 730 0 0000 -0 02220 0 0 0000 0 0 6298 Oo4435 l6 o 9309 lo l SBE-04 14 02920 22 0 6923 Blocks: 51

1. 089E+06 876o 0000 -0 02223 -41.1156 40o 8933 1. OOOE-30 0 0 6298 0 4435 0

16 0 9198 -0ol844 17 ol04 1 1. 062E-05 14 030 1 3 22 07071

1. 089E+06 876o 0000 -2 03516 -30 ol 591 27 o 8075 1. OOOE-30 0 0 6298 0 04435 14 0 8362 3o2086 11.6276 4 o520E- 06 1 4 03053 22 07134

1. 091E+06 1752 o 0000 -4 02480 - 20o4009 l6 ol529 1. OOOE-30 0 0 6298 Oo 4435 12 0 9824 6 02294 6o 7530 1.468E-06 14 03078 220 7175 l o 096E+06 5256 o 0000 - 50 0133 -160 4634 llo 4502 lo OOOE-30 0 0 6298 0 0 4435 12 023 1 9 7o4463 4o 7856 8o059E-07 14 0 3121 22 07242 l ol07E+06 l o 051E+04 - 50 845 1 -12 ol836 6 o 3385 1. OOOE-30 0 0 6298 0 0 4435 11.4172 8o7688 2 o 6485 3 o531E- 07 14 0 3158 22 7301 0

lol08E+06 876o 0000 -6o4439 -9 ol 020 2 o 658 1 1. OOOE-30 0 0 6298 Oo 4435 l0 o8329 9 07223 1.1106 9o 765E- 08 14 03159 22 07302 l ol09E+06 876 o 0000 -60 7433 -7 05612 0 08179 1. OOOE- 30 0 0 6298 0 0 4435 l0o5408 10 ol991 0 o3417 1. OOOE-30 14 03159 22 07302 1.109E+06 730o0000 -0 02260 0 00000 Oo 6298 0 04435 l6o8045 lo l 39E-04 l4o3995 22 08631 Blocks: 52 lo110E+06 876o0000 - 0 02264 - 41.1206 40o8943 l.OOOE-30 0 0 6298 0 04435 l6o7937 -0 ol830 l6o9767 lo044E-05 l4o4087 22 o8776 lo111E+06 876o0000 -2 03554 -30 ol635 27 o 8081 1. OOOE- 30 0 0 6298 Oo 4435 14 07258 3 ol 847 llo 5410 4 o 444E-06 14 o4126 22 0 8838 1.113E+06 1752 o0000 -4 025 1 5 - 20o4048 16 ol533 lo OOOE- 30 0 0 6298 Oo4435 l2o8858 6 ol830 6o 7028 1. 444E-06 14 04151 22o8878 lo118E+06 5256 o0000 -50 0168 -l6 o4672 11o 4504 lo OOOE-30 Oo 6298 Oo4435 l 2ol409 7 03909 4 o7500 7 o 925E- 07 14 04193 22 0 8944 1.129E+06 1. 051E+04 -5 0 8485 -12 ol871 6o 3386 1. OOOE-30 Oo 6298 0 04435 11o 3324 8 07036 2 o6288 3 o4 72E- 07 l4o4229 22 09002 lol30E+06 876 00000 -6o4472 -9 ol053 2 o 6581 lo OOOE-30 0 0 6298 Oo 4435 10 07525 9 0 6501 1.1024 3 o 322E-25 14 04229 22 0 9002 lol30E+06 876 0 0000 -60 7466 -7o5645 0 o8179 1. OOOE- 30 Oo 6298 Oo4435 10 0 4626 10 01234 0 o3392 lo OOOE-30 14 04229 22 0 9002 1.131E+06 730o 0000 -0 02300 0 0 0000 Oo 6298 Oo4435 l 6o6820 1.121E-04 14 05053 23 00309 Blocks: 53 lo 132E+06 876o 0000 -0 02303 - 41.1254 40o 8951 1. OOOE-30 Oo 6298 0 04435 l6o6715 -Ool817 l6o 8532 1. 027E-05 14 05143 23 00452 Report No. 1600539.401RO B-75 l }Stnlr:tutwl Integrity Associates. Inc.*

1 . 133E+06 876.0000 - 2. 3591 -30.1678 27 . 8087 1. OOOE- 30 0. 6298 0 . 4435

14. 6187 3 . 1616 11.4571 4. 372E-06 14 . 5181 23 . 0513 1.135E+06 1752.0000 -4.2550 -20 . 4086 16.1536 1. OOOE-30 0 . 6298 0 . 4435 12.7922 6 . 1381 6. 654 1 1. 420E-06 14.5206 23 . 0553 1 . 14 0E+06 5256. 0000 -5. 0201 -16.4708 11.4507 1. OOOE-30 0. 6298 0. 4435

12. 0528 7. 3373 4 . 7155 7. 796E-07 14 .5 247 23 . 0618 1.150E+06 1. 051E+04 -5.8517 -12 . 1905 6. 3388 1. OOOE-30 0. 6298 0 . 4435 11.2503 8. 6405 2. 6097 3. 415E-07 14 . 5283 23 . 0675 1.151E+06 876.0000 - 6.4504 -9.1086 2 . 6582 1. OOOE-30 0. 62 98 0. 4435 10 . 6746 9.5802 1. 0 944 1. OOOE-30 14. 5283 23.0675

1. 152E+06 876.0000 -6.7498 -7.5677 0.8179 l.OOOE-30 0. 6298 0. 4435 10.3867 10. 0500 0 . 3367 1. OOOE- 30 14. 5283 23.0675

1. 153E+06 730.0000 -0 . 2338 0. 0000 0 . 6298 0. 4435 16 . 5632 1.103E-04 14. 6093 23.1962 Blocks: 54 1.154E+06 876.0000 -0 . 2341 -41.1301 40.8960 1. OOOE- 30 0. 6298 0 . 4435 16.5530 -0.1804 16.7334 1. 011E-05 14 . 6182 23.2102 1.155E+06 876.0000 -2.3627 -30.1720 27.8093 1. OOOE- 30 0. 6298 0 . 4435 14.5149 3.1391 11.3758 4.302E-06 14. 6219 23.2162 1.156E+06 1752.0000 -4 . 2584 -20.4123 16.1539 1. OOOE-30 0. 6298 0.4435 12 . 7014 6.0945 6 . 6069 1. 398E-06 14 . 6244 23 . 2201 1.162E+06 5256 . 0000 -5. 0234 -1 6.4743 11.4509 1. OOOE-30 0. 6298 0 . 4435 11.9673 7.2853 4. 6821 7. 672E-07 14.6284 23. 2265 1.172E+06 1. 051E+04 -5.8549 -12.1938 6.3389 l.OOOE-30 0. 6298 0 . 4435 11.1705 8. 5793 2 . 5912 3. 361E-07 14. 6320 23. 232 1 1.173E+06 876 . 0000 - 6.4535 -9.1118 2. 6582 1 . OOOE-30 0 . 6298 0.4435

10. 5989 9 . 5123 1 . 0866 1. OOOE-30 14.6320 23.2321 1.174E+06 876 . 0000 - 6.7528 -7 . 5708 0. 8179 1. OOOE-30 0. 6298 0.4435

10. 3131 9.9787 0. 3344 1. OOOE-30 14.6320 23 . 2321 1.175E+06 730.0000 -0.2375 0. 0000 0. 6298 0.4435 16.4478 1. 087E-04 14.7118 23. 3588 Blocks: 55 1.176E+06 876 . 0000 -0.2378 -41.1347 4 0 .8968 1. OOOE-30 0. 6298 0.4435 16.4380 -0.1791 16.6171 9.948E-06 14.7205 23 . 3727 1.176E+06 876.0000 -2.3661 -30 .17 60 27. 8099 1. OOOE-30 0 . 6298 0.4435 14.4141 3.1173 11. 2968 4. 235E-06 14 . 7242 23 . 3786 1.178E+06 1752.0000 -4.2616 -20.4159 16 .1 543 l.OOOE-30 0. 6298 0.4435 12 . 6133 6. 0522 6 . 5610 l. 376E-06 14 . 7266 23. 3824 1.183E+06 5256.0000 - 5.0266 -16.4777 11.4511 1. OOOE-30 0 . 6298 0.4435 11.8843 7.2348 4. 6496 7. 553E-07 14 . 7306 23 . 3887 1 . 194E+06 1 . 051E+04 -5. 8580 -12.1970 6. 3390 1. OOOE-30 0. 6298 0 . 4435 11 . 0931 8. 5198 2 . 5733 3 . 309E-07 14.7341 23. 3942 1.195E+06 876 . 0000 -6.4565 -9.1149 2. 6583 1. OOOE-30 0. 6298 0 . 4435

10. 5255 9 . 4463 1. 0791 1. OOOE-30 14.7341 23 . 3942 1.196E+06 876 . 0000 -6.7558 -7 . 5738 0. 8179 l. OOOE-30 0. 6298 0.4435

10. 2416 9. 9096 0. 3320 1. OOOE-30 14 . 7341 23 . 3942 1.196E+06 730. 0000 -0.2411 0. 0000 0 . 6298 0.4435

16. 3358 l. 071E-04 14. 8127 23. 5190 Blocks: 56

1. 197E+06 876.0000 -0.2414 -41.1391 40 . 8977 l.OOOE-30 0. 6298 0.4435 16.3262 -0.1779 16 . 5041 9 . 797E-06 14.8213 23. 5327 1.198E+06 876.0000 -2 . 3695 -30.1799 27.8104 1. OOOE-30 0 . 6298 0. 4435 14.3162 3. 0962 11 . 2200 4 . 171E-06 14.8249 23. 5385

1. 200E+06 1752.0000 -4.2648 -20 . 4194 16.1546 1. OOOE-30 0. 6298 0. 4435 12.5276 6. 0111 6.5165 1.355E-06 14 . 8273 23. 5423

1. 205E+06 5256. 0000 -5.0297 -16 . 4810 11.4514 l. OOOE-30 0 . 6298 0 . 4435

11. 8037 7.1857 4.6180 7.438E-07 14. 8312 23 . 5485

1. 216E+06 1. 051E+04 -5 . 8610 -12 . 2002 6. 3392 1. OOOE-30 0 . 6298 0 . 4435 11.0179 8. 4621 2. 5558 3 . 259E-07 14.8346 23 . 5539

1. 217E+06 876.0000 -6.4595 -9.1178 2. 6584 1. OOOE-30 0 . 6298 0. 4435 10.4541 9. 3823 l. 0718 1. OOOE-30 14.8346 23.5539

1. 217E+06 876. 0000 - 6 . 7587 -7.5767 0. 8180 1. OOOE-30 0 . 6298 0.4435 10 . 1722 9 . 8424 0. 3298 1. OOOE- 30 14.8346 23.5539 1 . 218E+06 730.0000 -0.2446 0 . 0000 0. 6298 0 . 4435 16 . 2268 1. 055E-04 14 . 9121 23 . 6769 Blocks: 57 1 . 219E+06 876.0000 -0 . 2449 -41.1433 40. 8 984 1. OOOE-30 0. 6298 0.4435 16.2175 -0.1767 16.3943 9 . 650E-06 14. 9206 23 . 6903

1. 220E+06 876.0000 -2.3728 -30.1837 . 27.8110 1. OOOE-30 0. 6298 0. 4435 14 . 2210 3.0756 11.1454 4 . 108E-06 14. 9242 23 . 6961

1. 222E+06 17 52. 0000 :_4. 2679 -20 . 4228 16.15 4 9 1. OOOE-30 0. 6298 0. 4435 12 . 4443 5 . 9712 6. 4732 1. 335E-06 14. 92 65 23. 6998

Report No. 1600539.401RO B-76 S )stnn:tutalllllefrlly Assor:iales.Jnc.*

1. 227E+06 5256 . 0000 -5. 0327 -16.4842 11.45 1 6 1. OOOE- 30 0. 6298 0. 4435 11.7253 7. 1380 4. 5874 7. 327E-07 14 . 9303 23 . 7059

1. 237E+06 1 . 051E+04 -5 .8639 - 12.2032 6. 3393 1. OOOE-30 0. 6298 0. 4435 10.9448 8 . 4059 2. 5389 3 . 210E-07 14. 9337 23. 7112 1.238E+06 876.0000 -6.4623 -9 .1 207 2. 6584 1 . OOOE-30 0 . 6298 0 . 4435 10 .3847 9. 3201 1. 0647 1. OOOE-30 14. 9337 23.7112

1. 239E+06 876 . 0000 -6.7615 -7.5795 0. 8180 1. OOOE-30 0 . 6298 0. 4435 10.1047 9. 7771 0. 3276 1 . OOOE-30 14 . 9337 23.7112

1. 240E+06 730.0000 -0.2480 0 . 0000 0 . 6298 0. 4435 16.1209 1. 040E- 04 15. 0101 23 . 8325 Bl ocks: 58

1. 241E+06 876. 0000 -0.2483 -41.1475 40.8992 1. OOOE- 30 0. 6298 0. 4435 1 6.11 1 9 -0 .1 756 16 .2 874 9. 509E-06 15-. 0184 23.8457

1. 242E+06 876 .0000 -2.3760 -30.1875 27. 8115 1. OOOE- 30 0. 6298 0 .4435 14.1284 3 . 0556 11.0728 4 . 048E-06 15.0220 23 . 8514

1. 243E+06 1752. 0000 -4.2709 -20. 4261 1 6.1552 1. OOOE-30 0. 6298 0. 4435

12. 3634 5. 9323 6.43 1 0 1.3 1 6E- 06 15 .0243 23. 8550 1 . 249E+06 5256.0000 - 5. 0356 -16.4874 11. 4518 1. OOOE- 30 0 . 6298 0.4435 11.6491 7. 0915 4. 5576 7. 220E- 07 15 . 028 1 23. 8610

1. 259E+06 1 . 051E+04 -5.8667 -12 . 2061 6 . 3394 1. OOOE-30 0 . 6298 0.4435

10. 873 7 8 . 3513 2. 5224 3 . 1 64E- 07 15 . 0314 23.8663 1.260E+06 876.0000 -6.465 1 -9.1236 2 . 6585 1. OOOE-30 0. 6298 0. 4435 10.3173 9. 2595 1. 0578 1 . OOOE- 30 15. 0314 23.8663 1.261E+06 876.0000 -6.7643 -7. 5823 0. 8180 1. OOOE-30 0. 6298 0. 4435

10. 0390 9. 7136 0. 3255 1 . OOOE-30 15 . 0314 23 . 8663 1.262E+06 730.0000 -0.2513 0 . 0000 0. 6298 0. 4435 16.0 17 8 1 . 026 E- 04 15. 1 067 23. 9859 Blocks : 59 1.2 63E+06 876 . 0000 -0.2516 -41.1516 40.9000 1. OOOE- 30 0. 6298 0. 4435 16 .00 90 - 0.1745 16.1835 9.373E- 06 15.1149 23.9989

1. 263E+06 876 . 0000 -2.379 1 -30 . 1911 27. 8120 1 . OOOE- 30 0. 6298 0. 4435 1 4. 0383 . 3. 036 1 11 . 0022 3 . 990E-06 15 .11 84 24. 0045

1. 265E+06 1752.0000 - 4.2738 -20.4293 16.1555 1. OOOE- 30 0. 6298 0. 4435 1 2 . 2845 5. 894 5 6. 3900 1. 297E- 06 15.1207 24.0081

1. 270E+06 5256. 0000 - 5.0384 -16.4904 11.4520 1. OOO E-30 0. 6298 0. 4435 11.5749 7.0464 4. 5285 7 .1 1 7E- 07 15.1244 24.0140

1. 281E+06 1. 05 1E+ 04 - 5.8695 -12.2090 6. 3395 1. OOOE-30 0. 6298 0.4435 10.8045 8. 2982 2. 5063 3 . 118E-07 15.1277 24. 01 92 1.282E+06 876.0000 -6.4678 - 9.1263 2. 6585 1. OOOE- 30 0. 6298 0 . 4435 10.2516 9 . 2006 1. 0510 1. OOOE-30 15 .1277 24. 0192

1. 283E+06 876.0000 -6 .7 670 -7.5 850 0. 8180 1. OOOE- 30 0. 6298 0. 4435 9.9751 9. 6517 0. 3234 1. OOOE-30 15. 1 277 24.0192

1. 283E+06 730. 0000 -0.2546 0. 0000 0. 6298 0. 4435 15.9175 1. 012E-04 15.2019 24 .1371 Blocks: 60

1. 284E+06 876.0000 -0.2548 -41.1555 40.9007 1. OOOE- 30 0 . 6298 0. 4435 15 .9089 -0.1734 16.0822 9 . 242E-06 15.2 100 24 . 1500 1 . 285E+06 876. 0000 -2.382 1 -30.1946 27. 8 12 5 1. OOOE-30 0. 6298 0. 4435 13 .9 505 3.0171 10. 9334 3. 935E- 06 15.2135 24 .1555

1. 287E+06 1752.0000 -4 . 2766 - 20.4324 16 .1 558 1. OOOE-30 0. 6298 0. 4435 12 .20 78 5 . 8577 6. 3501 1. 279E-06 15.2157 24.1590

1. 292E+06 5256. 0000 -5.0412 - 16.4934 11 .4522 1. OOOE-30 0. 6298 0 . 4435 11.5026 7 . 0024 4 . 5003 7. 018E-07 15 . 2194 24.1649

1. 303E+06 1. 05 1 E+04 - 5.8722 - 12.2118 6. 3396 1. OOOE-30 0. 6298 0.4435 10.7371 8 . 2464 2. 4 907 3. 07 5E- 07 1 5.2227 24.1700

1. 304E+ 06 876.0000 - 6.4704 -9.1290 2. 6586 1. OOOE-30 0. 6298 0. 4435 10.1876 9.1432 1. 0445 1 . OOOE- 30 15.2227 24.1700

1. 305E+06 876.0000 -6.7696 -7.5876 0 . 8180 1. OOOE-30 0. 6298 0. 4435 9.9129 . 9.5915 0. 3214 1 . OOOE-30 15 .2227 24.1700

1. 305E+06 730 . 0000 -0.2577 0. 0000 0. 6298 0 . 4435

15. 8197 9. 983E- 05 15.2959 24.2863 Blocks: 61

1. 306E+06 876 . 0000 -0 .2580 -41.1594 40.9014 1. OOOE- 30 0. 6298 0. 4435 15.8113 -0.1723 15.9836 9 .115E-06 15 . 3039 24.2990

1. 307E+06 876. 0000 -2. 3850 -30. 1980 27.8 130 1. OOOE-30 0. 6298 0.44 35 13.8650 2.9986 10 . 8664 3.880E-06 15.3073 24. 3044

1. 309E+06 17 52. 0000 -4.2794 -20.4355 16. 1561 1. OOOE- 30 0. 6298 0. 4435 12 . 1 330 5. 8218 6 . 311 2 1.261 E-06 15. 3095 24.3079

1. 314E+06 5256. 0000 -5.0439 -16.4963 11.4524 1. OOOE- 30 0. 6298 0. 4435

11. 4322 6. 9595 4.4727 6.921E- 07 15. 3131 24.3137

1. 325E+06 1. 051E+04 -5.8748 -12.2145 6. 3397 1. OOOE- 30 0. 6298 0. 4435

10. 6714 8. 1960 2. 4754 3. 033E-07 15.3163 24.3188 Repoti No. 1600539.401RO B-77 l}slnlctwv~ hllegrtty Associates, Jnc.*

1 . 325E+06 876.0000 - 6.4730 -9.13 1 6 2. 6586 1. OOOE-30 0. 6298 0.443 5

10. 1 253 9. 0872 1 . 0381 1 . OOOE- 30 15.3 1 63 24.3188

1. 326E+06 876. 0000 - 6 . 7721 -7.5901 0 . 8 1 80 1. OOOE- 30 0. 6298 0.4435

9. 8523 9.5329 0. 3 1 94 1. OOOE-30 15 .3 1 63 24.3188 1 . 327E+06 730.0000 -0.2608 0. 0000 0. 6298 0. 4435 1 5. 7243 9. 852E-05 15.3886 24.4335 Blocks: 62 1 . 328 E+ 06 876 . 0000 - 0.2610 - 41.163 1 40.902 1 1. OOOE-30 0. 6298 0.4435 15.7162 - 0.1713 15.8875 8.992E- 06 15. 3965 24 . 4460 1 . 329E+06 876.0000 -2.3879 -30.2013 27.8134 1. OOOE-30 0. 6298 0. 4435 1 3.7817 2. 9806 10. 8011 3. 828E-06 15.3999 24 . 4514

1. 330E+06 17 52.0000 - 4 . 2821 -20.4384 16. 15 63 1. OOOE-30 0. 6298 0 . 4435 1 2. 060 1 5. 78 68 6.2733 1. 244E-06 15.4020 24 . 4548

1. 336E+ 06 5 256. 0000 - 5.0465 -16.499 1 11.4526 1. OOOE- 30 0. 6298 0. 4435 11 . 3636 6. 9177 4.4459 6.828E-07 15 .4 056 24.4605

1. 346E+06 1. 051E+04 - 5.8774 - 1 2.2 172 6. 3398 1. OOOE-30 0. 6298 0 . 4435 10.6074 8.1468 2. 4 606 2. 992E- 07 15.4088 24.4655

1. 34 7E+06 876.0000 -6 .4 755 - 9.1341 2. 6586 1. OOOE-30 0. 6298 0.4435 10.0646 9. 032 7 1 . 03 1 9 1. OOOE-30 15.4088 24.4655

1. 348E+06 876.0000 - 6.7746 -7.5926 0. 8 1 80 1. OOOE-30 0 . 6298 0. 4435

9. 7932 9.4757 0. 3175 1. OOOE- 30 1 5 . 4088 24.4655

1. 349E+06 730. 0000 - 0.2638 0. 0000 0. 6298 0. 4435

15. 6314 9 . 726E- 05 1 5.4801 24.5788 Blocks: 63 1 . 350E+06 876.0000 - 0.2640 - 41.1668 40.9028 1. OOOE-30 0. 6298 0.4435

15. 6235 - 0. 1 703 15 .7937 8.872E- 06 15.4879 24 . 5912

1. 351E+06 876.0000 - 2 . 3907 -30.2046 27.8139 1. OOOE-3 0 0. 6298 0. 4435

13. 7004 2 . 9630 10 .7374 3. 777E-06 15.4912 24.5964

1. 352E+06 1752.0000 - 4.2847 - 20.4413 1 6.1566 1 . OOOE-30 0. 6298 0. 4435 11.9890 5. 7 5 27 6.2363 1. 228E-06 1 5 .4 934 24.5998

1. 358E+06 5256 . 0000 - 5.0491 -16.5019 11.4528 1. OOOE-30 0. 6298 0.4435

11. 2967 6. 8770 4.4197 6.738E-07 15.4969 24. 6055

1. 368E+06 1. 051E+04 - 5.8 7 98 -1 2.2 1 98 6. 3399 1. OOOE- 30 0. 6298 0. 4435 1 0 .5 449 8. 0988 2.4461 2.952 E-07 15. 5000 24. 6 1 04

1. 369E+06 876.0000 - 6.4779 -9 . 1366 2. 6587 1 . OOOE-30 0. 6298 0.4435 10 . 0053 8.9795 1. 0258 1 . OOOE-30 1 5.5000 24. 6 1 04

1. 370 E+ 06 876 .00 00 - 6.7770 -7.5950 0. 8181 1. OOOE-30 0. 6298 0.4435

9. 7355 9.4199 0. 3156 1. OOOE-30 15. 5000 24. 6104

1. 371 E+06 730.0000 - 0.2667 0 . 0000 0. 6298 0.4435 15.5407 9. 603E-05 15.5705 24.7223 Blocks: 64

1. 371E+ 06 876.000 0 -0. 2669 -41.1703 40. 9034 1. OOOE- 30 0. 6298 0.4435 15 . 5330 -0.1693 15.7022 8. 757E-06 1 5.5781 24.7344

1. 372E+06 8 76 . 0000 - 2.3934 - 30.2078 27.8143 1 . OOOE- 30 0. 6298 0. 4435 13 . 62 11 2.9458 10.6753 3.728E-06 15 .58 14 24.7396

1. 374E+06 1752.0000 - 4.2873 -20.4442 1 6. 15 69 1. OOOE- 30 0. 6298 0.4435 11 . 9197 5. 7194 6.2002 1.212E-06 15.5835 24 . 7430

1. 379E+06 5256. 0000 - 5. 05 1 6 -1 6.5046 11.4530 1. OOOE-30 0. 6298 0. 4435

11. 2313 6. 8372 4. 3941 6 . 65 1E-07 15.5870 24.7485

1. 390E+06 1. 051E+04 -5 .8 823 -12. 2223 6. 3400 1. OOOE-30 0. 6298 0. 4435 10 .4840 8 . 0520 2. 4320 2 . 914E-07 1 5.5901 24.7534

1. 391E+06 876.0000 -6.4803 -9 .1 390 2 . 6587 1. OOOE- 30 0. 6298 0 . 4435

9. 9475 8. 9277 1 . 0199 1. OOOE- 30 15 .590 1 24 .7 534 1 . 392E+ 06 876.0000 -6.7793 -7.5974 0. 818 1 1. OOOE-30 0. 6298 0. 4435 9.6793 9. 3655 0. 3138 1 . OOOE- 30 15.5901 24 . 7534

1. 392E+06 730.0000 - 0.2695 0. 0000 0. 6298 0. 4435 15 .4 522 9. 484E- 05 1 5. 6597 24. 8639 Bl ocks: 65 1 . 393E+06 876.0000 - 0.2698 -41.1738 40.9041 l.OOOE-30 0. 6298 0 . 4435 1 5.4446 - 0.1683 15. 6 1 29 8. 645E-06 15.6672 24 . 8759 1 . 394E+06 876.0000 -2 . 3961 - 30.2109 27 . 8148 1. OOOE-30 0. 6298 0.4435 13 .5 437 2 . 9291 1 0.6146 3. 68 1 E-06 15 . 6705 24. 88 10

1. 396E+06 1752.0000 -4 .2898 - 20.4469 16.1571 l.OOOE-30 0. 6298 0 . 4435

11. 8520 5. 6869 6. 1 650 1. 196E-06 15 . 6726 24.8844

1. 401E+06 5256.0000 -5. 0540 -16.5072 11.4532 1. OOOE-30 0. 6298 0. 4435 11 . 1 676 6.7984 4.3692 6 .5 66E-07 15 .6760 24.8898

1. 412E+06 1. 05 1E+04 - 5.8846 -12.2248 6. 3401 1. OOOE- 30 0. 6298 0.4435 10.4245 8. 0064 2. 4182 2. 877E- 07 1 5. 67 90 24.8946

1. 412E+06 876.0000 -6 .4826 -9.1414 2. 6588 1. OOOE-30 0. 6298 0.4435

9. 8911 8. 8770 1. 0141 1. OOOE- 30 15.6790 24.8946

1. 413E+06 876.0000 - 6.78 1 6 - 7.5997 0. 8181 1. OOOE-30 0 . 6298 0. 4435

9. 6244 9. 3123 0. 3120 1. OOOE-30 15. 6790 24 . 8946 Report No. 1600539.401RO B-78

1. 414E+06 730.0000 -0 . 2723 0. 0000 0. 6298 0 . 4435 15.3657 9 . 369E- 05 15.7478 25. 0037 Blocks: 66

1. 415E+06 876.0000 - 0.2725 -41.1772 40 . 9047 l.OOOE-30 0. 6298 0.4435 1 5.3584 - 0.1674 15.5257 8. 537E-06 15.7552 25 . 0156

1. 416E+06 876.0000 - 2 . 3987 - 30.2139 27 . 8152 1 . OOOE-30 0. 6298 0 . 4435 1 3 . 4681 2 . 9128 1 0. 5554 3. 635E- 06 15.7584 25 . 0207

1. 418E+06 1752.0000 - 4 . 2923 - 20.4496 16. 1 574 1. OOO E-30 0. 6298 0. 4435 11 . 7858 5. 6552 6. 1306 1 .18 1 E-06 1 5.7605 25.0240

1. 423E+06 5256. 0000 - 5. 0564 -16.5097 1 1. 4533 1. OOOE- 30 0. 6298 0 . 4435 11 .1 0 53 6. 7605 4. 3448 6. 484E-07 15.7639 25.0294

1. 433E+ 06 1. 05 1 E+ 04 - 5.8870 - 12.2272 6. 3402 1. OOOE- 30 0. 6298 0.4435 1 0. 3665 7. 9617 2.4047 2.841E-07 15 . 7669 25 . 03 41

1. 434E+ 06 876 . 0000 -6 . 4849 -9.1437 2. 6588 1. OOOE- 30 0.6298 0.4435

9. 8360 8. 8276 1. 0084 1. OOOE- 30 15 . 7669 25 . 0341

1. 435E+06 876.0000 - 6 . 7839 - 7.6020 0. 818 1 1. OOOE-30 0. 6298 0. 4435 9.5707 9.2605 0. 3 1 0 3 1 . OOOE- 30 15.7669 25.0341

1. 436E+06 730.0000 -0 . 2 7 50 0. 0000 0. 6298 0.4435 15.2813 9 . 257E- 05 15 . 8348 25.14 1 9 Bl ocks: 67

1. 437E+06 876.0000 -0.2753 -41. 1 806 40.9053 1. OOOE- 30 0. 6298 0.4435 1 5.2741 -0 . 1664 1 5.4405 8 . 432E- 06 15 . 8422 25 . 1537

1. 438E+06 876.0000 - 2.4012 -30.2169 27. 8156 1 . OOOE- 30 0. 6298 0.4435

13. 3943 2. 8968 1 0.4975 3 . 590E- 06 15 . 8453 25. 1 587

1. 439E+06 1752.0000 - 4 . 2947 -20.4523 1 6.1576 1. OOOE- 30 0. 6298 0.4435 11.7212 5. 6242 6. 0970 1.167 E-06 15.8474 25.1619 1 . 445E+06 5256. 0000 - 5. 0587 -16.5122 1 1. 4535 l.OOOE-30 0. 6298 0 . 4435

11. 0445 6 . 7235 4 .32 1 0 6 . 404E-07 15. 8507 25.1672

1. 455E+06 1. 051E+04 - 5.8892 - 12.2296 6. 3403 1. OOOE- 30 0. 6298 0. 4435 1 0. 3097 7 . 9182 2. 3915 2. 806E-07 15. 8537 25.1 71 9

1. 456E+06 876.0000 -6.4871 -9.1460 2. 6588 1. OOOE- 30 0. 6298 0 . 4435 9 . 782 1 8 . 7792 1 . 0029 1 . OOOE- 30 15 . 8537 25.1719

1. 457E+06 876.0000 - 6.786 1 - 7.6042 0.818 1 l.OOOE- 30 0 . 6298 0.4435

9. 5 1 83 9.2098 0 . 3086 1 . OOOE- 30 15. 8537 25 . 1719

1. 458E+06 730 . 0000 -0 . 2777 0 . 0000 0. 6298 0. 4435 1 5.1988 9 . 148E- 05 15.9208 25.2785 Bl ocks: 68

1. 458E+06 876.0000 - 0 . 2779 -41.1838 4 0. 9059 1 . OOOE- 30 0. 6298 0. 4435 15 . 1917 -0.1656 15 . 3573 8 . 330E- 06 15. 9281 25 . 2900

1. 459E+06 876. 0000 - 2 . 4037 -30 . 2197 27.8 1 60 1. OOOE- 30 0 . 6298 0 . 4435 1 3. 322 1 2. 8812 1 0 . 4409 3 . 547E- 06 15. 9312 25 . 2950

1. 461E+06 1752.0000 - 4.2970 -20.4548 16.1578 1. OOOE- 30 0. 6298 0. 4435 11 . 6581 5. 5939 6 . 0642 1.153E- 06 15. 9332 25.2982

1. 466E+ 06 5256.0000 - 5. 0610 - 16.5147 1 1.4537 1. OOOE-30 0 . 6298 0.4435

10. 9850 6.6873 4. 2977 6. 327E-07 15. 9365 25 . 3035

1. 477 E+06 1. 051E+04 -5. 8914 -1 2.2319 6. 3404 1. OOOE- 30 0. 6298 0.4435 10.2542 7.8756 2 . 3787 2. 773E-07 15. 9394 25 . 3081

1. 478E+06 876 . 0000 -6.4893 - 9. 1482 2 . 6589 1. OOOE-30 0. 6298 0.4435

9. 7295 8. 7320 0. 9975 1. OOOE- 30 15. 9394 25 . 3081

1. 479E+06 876 . 0000 -6 . 7882 - 7 .6063 0. 8181 1. OOOE- 30 0. 6298 0.4435

9. 4671 9.1602 0. 3069 1. OOOE- 30 15.9394 25. 3081

1. 479E+ 06 730 . 0000 - 0.2803 0. 0000 0 . 6298 0 . 443 5 1 5.1181 9. 043E- 05 16.0058 25.4134 Bl ocks: 69

1. 480E+06 876.0000 -0.2805 - 41.1 870 40.9065 1. OOOE-30 0. 6298 0 . 4435 15 . 1112 -0 . 1647 15 . 2758 8.231E- 0 6 1 6. 0130 25.4248

1. 481E+06 876.0000 -2.4061 -30 . 2226 27.8164 1. OOOE-30 0 . 6298 0.4435 1 3. 25 1 5 2 . 8659 10.3856 3. 504 E-06 16. 01 60 25. 4297

1. 483E+06 17 52. 0000 - 4.2993 - 20.4573 16 . 1 5 81 1. OOOE- 30 0. 6298 0. 4435

11. 5963 5 . 5643 6 . 0320 1.1 39E-06 16 . 0180 25 . 4329

1. 488E+ 0 6 5256.0000 - 5 . 0632 - 16 . 5171 11 . 4538 1. OOOE-30 0. 6298 0.4435

10. 9269 6. 6519 4. 2750 6. 252E- 07 16. 02 1 3 25 . 4381

1. 499E+06 1. 051E+04 - 5.8936 - 12.2341 6.3405 l. OOOE-30 0 . 6298 0.4435 10.2000 7 . 8339 2.3661 2 . 740E-07 16 . 0242 25 . 4427

1. 499E+06 876.0000 - 6.4914 -9.1503 2 . 6589 1. OOOE-30 0 . 6298 0 . 4435

9. 6780 8 . 6858 0. 9922 1. OOOE- 30 16 . 0242 25.4427

1. 500E+06 876 . 0000 - 6 . 7903 -7.6084 0 . 8 1 81 1. OOOE- 30 0 . 6298 0. 4435 9.4171 9.1118 0. 3053 1. OOOE-30 16. 0242 25 . 4427

1. 501E+06 730.0000 -0.2828 0 . 0000 0. 6298 0.4435 1 5. 0391 8 . 940E-05 16 . 0898 25.5468 Blocks: 70 Report No. 1600539.401RO B-79 !S)SlnlcturaiiRtegrlty Associates. Inc.*

1. 502E+06 B76.0000 -0. 2B30 -41.1901 40.9071 1. OOOE-30 0. 629B 0.4435 15 . 0324 -0 .163B 15.1962 B. 134E-06 16.0969 25. 55B1

1. 503E+06 B76. 0000 - 2 . 40B5 -30.2253 27. B16B 1. OOOE-30 0. 629B 0. 4435 13 .1B24 2. B510 10 .3315 3. 463E-06 16. 0999 25. 5629

1. 505E+06 1752.0000 -4 .3015 -20. 459B 16. 1 5B3 1. OOO E-30 0. 629B 0.4435

11. 5359 5. 5353 6.0006 1.126E-06 16.1019 25 . 5660

1. 510E+06 5256.0000 -5. 0654 -16.5194 11.4540 l.OOOE-30 0. 629B 0. 4435 10 . B700 6. 6173 4.252B 6.179E- 07 16 . 1051 25.5712

1. 520E+06 1. 051E+04 -5 .B957 -12.2363 6.3406 l.OOOE-30 0. 629B 0. 4435 10.1469 7 . 7932 2. 353B 2. 70BE-07 16.10BO 25.5757

1. 521E+06 B76. 0000 -6.4935 - 9.1524 2. 6590 1. OOOE- 30 0. 629B 0.4435

9. 6277 B. 6406 0. 9B71 1. OOOE-30 16.10BO 25.5757

1. 522E+06 B76. 0000 -6.7924 - 7 . 6105 0. BlBl 1. OOOE-30 0 . 629B 0. 4435

9. 36Bl 9. 0644 0. 3037 1. OOOE-30 16 . lOBO 25.5757

1. 523E+06 730.0000 -0. 2B53 0. 0000 0. 629B 0.4435 14.9619 B. B40E- 05 1 6. 172B 25. 67B6 Blocks: 71

1. 524E+06 B76.0000 -0. 2B55 -41.1931 40.9076 1. OOOE-30 0. 629B 0.4435

14. 9553 - 0.1630 15.11B3 B. 041E-06 16.179B 25.6B9B

1. 525E+06 B76. 0000 -2.410B - 30.22BO 27. B172 1. OOOE-30 0. 629B 0.4435 13.1149 2. B364 10. 27B5 3. 423E-06 16 .1 B2B 25.6946

1. 526E+06 1752.0000 -4. 3037 - 20.4622 16 . 15B5 1. OOOE-30 0. 629B 0. 4435 11.4769 5. 5070 5. 9699 1.113E-06 16.1B4B 25. 6977

1. 532E+06 5256. 0000 -5.0675 -16 .52 17 11.4541 1. OOOE-30 0. 629B 0. 4435

10. B144 6 . 5B34 4. 2310 6 . lOBE-07 16. 1 BBO 25 . 702B

1. 542E+06 1. 051E+04 - 5. B97B - 1 2. 23B5 6. 3407 1. OOO E- 30 0 . 629B 0.4435

10. 0950 7. 7533 2. 3417 2 . 677E-07 16 .190B 25.7072

1. 543E+06 B76 . 0000 -6 .4955 - 9.1545 2 . 6590 1. OOOE- 30 0. 629B 0 . 4435 9.57B4 B. 5964 0. 9B20 1. OOOE-30 16 . 1 90B 25.7072

1. 544E+06 B76. 0000 -6.7944 - 7.6125 0. B1B2 1 . OOOE-30 0. 629B 0.4435

9. 3201 9.0 1 BO 0. 3022 1. OOOE-30 16 .190B 25.7072

1. 545E+06 730.0000 -0.2B77 0. 0000 0. 629B 0.4435 14 .BB63 B. 743E- 05 16.2549 25. B090 Blocks: 72

1. 545E+06 B76. 0000 -0 .2B79 -41.1961 40.90B2 l.OOOE- 30 0. 629B 0 . 4435 14 . B799 -0.1622 15.0420 7. 950E-06 16 . 2619 2 5. B20 1

1. 54 6E+06 B76.0000 -2.4131 -30.2307 27. B176 1. OOOE-30 0. 629B 0 . 4435 13.04BB 2. B221 10.2267 3. 3B5E-06 16.2649 25.B24B

1. 54BE+06 1752 . 0000 -4 . 305B -20.4646 16. 15B7 1. OOOE-30 0. 629B 0.4435 11.4190 5. 4792 5. 939B l.lOOE-06 16. 266B 25 . B27B

1. 553E+06 5256 . 0000 -5 . 0696 -16 .5239 11.454 3 1. OOOE-30 0. 629B 0 . 4435 10.7599 6. 5502 4.2097 6.039 E-07 16.2700 25 . B329

1. 564E+06 1. 051E+04 -5 .B99B -12 . 2406 6. 340B 1. OOOE-30 0. 629B 0. 4435 10 .0442 7. 7142 2. 3300 2. 646E-07 16 .2727 25. B373 1 . 565E+06 B76. 0000 -6.4975 - 9.1565 2. 6590 1. OOOE-30 0. 629B 0. 4435

9. 5302 B. 5531 0. 9771 1 . OOO E-30 16.2727 25 . B373

1. 566E+06 B76. 0000 -6.7963 - 7 . 6145 0. B1B2 1. OOO E-30 0. 629B 0.4435 9.2732 B. 9726 0. 3006 1. OOOE- 30 16.2727 25.B373

1. 566E+06 730.0000 -0 .2 901 0. 0000 0. 629B 0.4435

14. B123 B. 649E- 05 16.3361 25 . 93BO Blocks: 73

1. 567E+06 B76. 0000 -0.2903 -41.1990 40. 90B7 1. OOOE-30 0. 629B 0.4435 14 .B060 - 0 . 1613 14.9673 7. B61E-06 16.3430 25.94B9

1. 56BE+06 B76.0000 -2.4153 -30.2333 27. B179 1. OOO E-30 0. 629B 0.4435 1 2 . 9B40 2. BOBl 10 .1760 3.347E-06 16 .3460 25. 9536 1.570E+06 1752.0000 -4.3079 -20.4669 16.1590 1. OOOE-30 0. 629B 0.4435 11.3624 5 . 4520 5.9103 l.OBBE-06 16 . 3479 25. 9566 1.575E+06 5256.0000 -5.0717 -16.5261 11.4545 1. OOOE- 30 0. 629B 0.4435 10 . 7066 6. 517B 4.1BBB 5.972E-07 16 .3510 25. 9616 1 . 5B6E+06 1 . 051E+04 -5. 901B -12.2426 6.3409 l.OOOE-30 o. 629B 0.4435

9. 9944 7. 6760 2. 31B4 2 . 617 E-07 16. 353B 25 . 9659

1. 5B6E+06 B76.0000 -6.4994 -9 .15B5 2. 6591 1. OOOE-30 0. 629B 0.4435

9. 4 B30 B. 5 1 0B 0. 9722 1. OOOE-30 16. 353B 25. 9659 1 . 5B7E+06 B76. 0000 - 6.79B2 -7.6164 0. B1B2 1. OOOE-30 0 . 629B 0. 4435 9.2273 B. 92Bl 0. 2992 1. OOO E- 30 16. 353B 25. 9659

1. 5BBE+06 730. 0000 -0 .2924 0. 0000 0. 629B 0.4435 14 . 739B B. 556E-05 16.4165 26 . 0655 Blocks: 74

1. 5B9E+06 B76.0000 -0.2926 -41.2019 40.9092 1. OOOE-30 0. 629B 0.4435 14 .7336 -0 . 1606 14 . B942 7. 775E-06 16. 4233 26.0763

1. 590E+06 B76.0000 -2 .4175 -30. 235B 27. B1B3 1. OOOE-30 0. 629B 0.4435

12. 9206 2. 7943 10 . 1263 3. 310E-06 16 .4 262 26 . 0B09 Report No. 1600539.401RO B-80 l)stnu:tum Jlllegrlty Associates. Inc.*

1o 592E+06 1752 o 0000 - 4 03100 -20o 4691 16o1592 1. OOOE-30 Oo 6298 Oo4435 11o 3069 50 4254 5o 8815 1. 076E-06 16o4281 26 o0839 1o 597E+06 5256 o 0000 -5o 0737 - 16o 5283 11o 4546 1o OOOE- 30 Oo 6298 Oo4435 10 06543 6o4860 4o1684 5 o906E- 07 16o43 1 2 26o0889 1o 607E+06 1o 051E+04 -50 9037 - 12o2447 6o 3409 1. OOOE-30 0 0 6298 Oo4435 9 09457 7o6386 2 o3071 2 o588E- 07 16o4339 26o0932 10 608E+06 876o 0000 -6 0 5013 -9 o1604 2 o6591 1 0 OOOE- 30 0 0 6298 Oo4435 9o 4368 8o4693 0 o9675 1. OOOE- 30 16o 4339 26o 0932 1 0 609E+06 876o 0000 -6 0 8001 -7o6 1 83 0 o8 1 82 1 oOOOE-30 0 0 6298 Oo4435 9o1823 8o8846 0 o2977 1. OOOE- 30 16o4339 26o0932 1o 610E+06 730o 0000 -Oo 2947 0 0 0000 Oo 6298 Oo4435 14 0 6688 8 o467E- 05 16 04960 26o1917 Bl ocks: 75

1. 611E+06 876o0000 -Oo2949 - 41.2047 40o 9097 1. OOOE- 30 Oo 6298 Oo 4435 14 0 6627 -0 o1598 14 o 8225 7 o 691E- 06 16o 5027 26o2024

1. 612E+06 876 o 0000 -204 1 97 -30 02383 27 o 8186 1. OOOE-30 Oo 6298 Oo4435 12o8585 2o 7809 10o0 7 76 3o275E-06 16o 5056 26o2070

1. 6 1 3E+06 17 52 o 0000 -4 03120 -20o4714 1 6 o1594 1. OOOE-30 Oo 6298 0 04435 11.2525 50 3993 5o 8532 1. 064E-06 16o5074 26 02099 10 619E+06 5256 o 0000 - 5o0756 -16 o5304 11o4547 l.OOOE-30 0 0 6298 Oo4435 10 0 603 1 6 o4548 4o 1 483 5o843E-07 16o5105 26o2148 1 o629E+06 1 o 051E+04 - 5 09056 -12 02467 6o 3410 1. OOOE-30 0 0 6298 Oo4435 9o8979 7 0 6019 2 o2960 2 o560E-07 1 6 0 5132 26 0219 1 10 630E+06 876 00000 - 6 05032 -9 o1623 2 o 6591 1o OOOE-30 0 0 6298 Oo4435 9 039 1 4 8o4286 0 o9629 1. OOOE-30 16 0 5132 2602191

1. 631E+06 876o 0000 -6o8020 -7o6202 0 o8182 1. OOOE-30 0 0 6298 Oo4435 9 o1382 8 084 1 9 0 o2963 1. OOO E-30 16 0 5 1 32 26 02191 10 632E+06 730o 0000 -0 02970 0 0 0000 Oo 6298 Oo4435 14 05992 8 o379E- 05 16o5746 26 o3166 Blocks: 76 0 1 0 632E+06 876o 0000 - 0 02972 -41.2074 40o9103 l.OOOE- 30 0 0 6298 Oo4435 14 05932 -0 o1590 14 o7523 7 o 609E- 06 1 6o 5813 26o 3272 1o 633E+06 876o0000 - 2 0 4218 -30o2407 27 o8 1 90 l. OOO E- 30 0 0 6298 0 04435 12o 7975 2 07677 10o0298 3o240E- 06 1 6o 584 1 26o33 1 7 1 0 635E+06 17 52 o 0000 - 403140 -200 4735 16 o1596 1. OOOE- 30 0 0 6298 Oo 4435 11o 1 992 50 3738 5o 8255 1. 053E- 06 16o 5860 26o 3346

1. 640E+06 52560 0000 - 5o0775 -160 5324 11.4549 1. OOOE-30 0 0 6298 Oo4435 10 05530 6o 4243 4o1287 5 o780E- 07 16o5890 26o3395 10 651E+06 10 051E+04 -5o9075 -12o2486 6o 34 11 1. OOOE- 30 0 0 6298 Oo4435 9o 8511 7 05660 2 o2852 2 o533E-07 16 o59 1 7 26 03437 10 652E+06 876o0000 - 6 05050 -9 o1642 2 o 6592 1 o OOO E- 30 Oo6298 Oo4435 9 03470 8 03887 0 o 9583 1 0OOO E-30 16 o5917 260 3437

1. 653E+06 876o 0000 -6o 8038 - 7o6220 0 o 8 1 82 1 0 OOO E-30 Oo 6298 Oo4435 9 00950 8 0 8001 0 o294 9 1. OOOE-30 16o5917 26o3437 1o 653E+06 730o0000 -Oo2992 Oo 0000 0 0 6298 Oo4435 14 05309 8 o294E-05 16 0 6525 26o4402 Blocks: 77

1. 654E+ 06 876o 0000 -0 02993 -4 1 02 1 0 1 40 o9107 1. OOOE- 30 Oo6298 Oo4435 14 0 5251 - 0 01 583 1 4 o 6834 7 o529E-06 16 0 6591 26o450 7 1 o 655E+06 876o0000 - 2 04238 -30 02431 27 o 8193 10 OOOE- 30 Oo6298 Oo4435 120 7378 2o 7548 9o9830 3o206E- 06 16 0 6619 26o4552

1. 657 E+06 1 752 o0000 - 4 03159 -20o4757 16 o1598 1 0 OOO E-30 Oo6298 0 04435 11o1470 5o3487 5o 7983 1. 042E- 06 1 6 0 6637 26 o4580 1o 662E+06 5256 o0000 - 5o0794 -16o 5345 11o 4550 1o OOOE-30 0 0 6298 Oo4435 10 05038 6o3943 4 o1095 5 o720E-07 16 o6667 260 4628 1o 673E+06 1o 051E+04 -50 9093 -12o2505 6o 3412 1. OOOE-30 0 0 6298 Oo4435 9 0 8052 7 05307 2 o2745 2 o507E-07 160 6693 26o 4670 1 o 673E+06 876o 0000 -6 05068 -9 o1 660 2 o 6592 1. OOOE-30 0 0 6298 Oo 4435 9 03035 8o3496 0 o 9538 1. OOOE- 30 16o6693 260 4670

1. 674E+06 876o0000 -6o 8056 - 7o6238 Oo 8 1 82 1. OOOE-30 Oo 6298 Oo4435 9 00526 8 07591 Oo2935 l.OOOE-30 16 0 6693 26o4670

1. 675E+06 730 00000 -0 03013 0 0 0000 0 0 6298 Oo4435 14o4640 8 211E-05 0 16o 7295 26o 5626 Blocks: 78

1. 676E+06 876o0000 - 0 03015 -41.2127 40 o 9112 1o OOOE-30 0 0 6298 0 04435 14o4583 - 0 o1576 14 o 6 1 58 7 o 451E-06 16o 7361 26o 5729 1o 677E+06 876o 0000 - 2 04258 -30 02455 27 o 8197 l. OOOE-30 0 0 6298 Oo4435 12 0 6793 2 07422 9 o9371 3 o173E-06 16 07388 26 05773

1. 679E+06 1752 o 0000 - 4 3178 0 -20o4777 16 o1599 1 o OOOE-30 0 0 6298 Oo4435 11.0958 5o3241 5o 7717 1. 031E-06 160 7406 260 5802 1o 684E+ 06 5256o 0000 -5 00813 -16o 5364 11.4552 1. OOOE-30 0 0 6298 0 04435 10 o 4555 6o3649 4 o 0906 5o 661E-0 7 1 6o 7436 26o5849 Report No. 1600539.401RO B-81 S)s~nu:tunrllntegrlty Associates. Inc.*

1o 694E+06 10 051E+ 04 -5 0 9111 -1 2 02524 6 o 34 1 3 1. OOOE- 30 0 0 6298 0 04435 9o 7602 7o496 1 2 o264 l 2 o481E- 07 1 6o 7462 26o 589 1 1o 695E+06 876 o 0000 - 6 o5086 -9 o1 678 2 o 6592 1. OOOE-30 0 0 6298 0 04435 9o2608 8 03 11 3 0 o 94 95 1. OOOE- 30 16o7462 26o 5891 1 0 696E+06 876o 0000 -6o8073 -7 0 6255 0 o 8 1 82 1. OOOE- 30 0 06298 0 04435 9 0 0110 8 07189 0 o292 1 1. OOOE-30 1 6o7462 26 o589 1 1 0 697E+06 730o 0000 -0 03034 0 0 0000 0 06298 0 04435 14 03983 8 ol30E-05 16 o8058 26 o6837 Blocks: 79 1o 698E+06 876o 0000 -0 03036 - 41.2153 40o 9117 1. OOOE- 30 0 0 6298 Oo4435 1 4 03927 - 0 01 568 1 4 o5496 7 o376E-06 16o 8123 26o6939 1 o 699E+06 876o 0000 - 2o4278 - 30o2478 27 o 8200 1. OOOE-30 0 0 6298 Oo4435 12 0 6218 2 07297 9o892 1 3 o140E-06 16 o8150 26o6983

1. 700E+06 1 752 o 0000 - 4 03197 - 20 o4798 16o 1 60 1 1. OOOE- 30 Oo6298 0 04435 11.0455 50 3000 So 7455 1.02 1 E- 06 1 6o8 1 68 26o 7011

1. 706E+06 5256o 0000 - 50 0831 - 16 05384 1 1.4553 1. OOO E-30 Oo629 8 Oo4435 10o4082 6 o 3361 4o072 1 5o604E- 0 7 1 6o8 1 9 8 26 o7 058

1. 716E+06 1. 05 1 E+04 - 5 0 9129 - 12 02542 6o 3413 1. OOOE-30 0 06298 0 04435 9 0716 1 7 0 4622 2 o2538 2 o4 5 6E- 07 1 6 0 8223 26 o7099

1. 717E+ 06 876 0 0000 - 60 5103 - 9 o1696 2 o 6593 1o OOOE- 30 0 0 6298 0 04435 9 02189 8 02737 0 o 9452 10 OOOE-30 16 0 8223 26 07099

1. 71 8E+06 876o 0000 - 6 08090 - 706272 0 o 8182 1. OOOE- 30 0 0 6298 Oo4435 8 09703 8 0 6795 0 o2908 1. OOO E-30 16 0 8223 26 07099

1. 719E+06 730 0 0000 -0 03055 0 0 0000 0 0 6298 Oo 4435 14 03339 8 o 051E-05 16 o8813 26o8036 Blocks: 80 10 719E+06 876 o 0000 - 0 0305 7 - 41.2179 40 o9122 1 oOOOE- 30 0 0 6298 Oo4435 14o3284 - 0 o1 561 14 o4846 7 o302E-06 16o 8877 26o8138 1o 720E+06 876o0000 - 2o4298 - 30 02500 27 o8203 1 oOOOE- 30 0 0 6298 Oo4435 12 05655 20 71 75 9 o8479 3 o1 09E-06 16 0 8905 26o818 1

1. 722E+ 06 1752 o 0000 -4 032 1 5 - 20 o 4818 1 6o1603 1. OOOE- 30 0 0 6298 Oo4435 10 0 9962 5 02763 5o 7199 1o 0 11 E- 06 16o8922 26o8209

1. 727E+06 5256 o 0000 - 5o0849 - 1 6 o5403 1 1. 4554 1. OOO E-30 0 0 6298 Oo 4435 10 0361 8 6o3079 4 o0539 5o 54 7E- 07 1 6 o895 1 26o 8255

1. 738E+06 1. 051E+04 -So 9 1 46 -12 02560 6o 3414 1. OOOE-30 0 0 6298 Oo 4435 9 0 6727 7o4289 2 o2438 2o431E- 07 1 6 o8977 26o8296

1. 739E+06 876o0000 -605 1 20 - 9 01713 2 o6593 1o OOOE- 30 0 0 6298 0 0 4435 9 o1 777 8 02368 Oo 9409 1. OOO E-30 1 6 0897 7 26o8296

1. 740 E+06 876o 0000 -6o8107 - 7o6289 Oo8182 l.OOOE- 30 0 0 6298 Oo4435 8 09303 8 0 6407 Oo289 5 l.OOOE-30 16o 8977 26o8296

1. 740E+ 06 730o0000 -0 03075 0 0 0000 0 0 6298 Oo4435 14 02707 7 o 974E-05 160 9561 26o9223 Bl ocks: 81

1. 741E+06 876o0000 - 0 03077 -41.2203 40o9126 l.OOOE-30 0 0 6 2 98 Oo4435 14 02653 - 0 o1 555 14 o 4208 7 o229E-06 16 0 9625 26o9324

1. 742E+06 876o 0000 -2o4317 -30 02523 27 o 8206 1o OOO E- 30 0 0 6298 Oo4435 1 2 05101 2 07056 9 o8046 3o078E- 06 1 6 09652 26o9367

1. 744E+06 1752 o 0000 - 4 03233 - 20 04838 1 6o1605 1. OOOE-30 0 0 6298 Oo4435 10o9478 5 0253 1 5o 694 7 1. 001E- 06 1 6o 9669 26 09395

1. 749E+06 52560 0000 - 5 00866 - 1 60 5422 110 4556 1. OOOE- 30 0 0 629 8 Oo4435 10o3162 6 o2801 4o036 1 5o493E-0 7 1 6 0 9698 2 6 0 944 1

1. 760E+ 06 1. 051E+ 04 -5 0 9163 -12 o2578 6o 3415 1. OOOE-30 0 0 6298 0 0 4435 9 0 6302 7 03963 2 o2339 2 o407 E- 07 16 0 9723 26o 9481 1o 760E+ 06 876o0000 -60 5136 -901730 2 o 6593 10 OOOE-30 0 0 6298 0 0 4435 9o13 7 4 8o2006 0 o 9368 1 oOOO E-30 16 0 9723 26o 9481

1. 761E+06 876o0000 - 6 0 8123 -7 0 6306 0 o8183 1 0OOOE-30 0 0 6298 Oo4435 8 0 8910 8 6027 0 0 o2882 1. OOOE- 30 1 6 0 9723 26o9481

1. 762E+06 730 0 0000 -0 03095 0 0 0000 0 0 6298 Oo4435 14 02086 7 o898E-05 1 7 0 0302 27 o0400 Blocks: 82

1. 763E+06 876 0 0000 - 0 03097 - 41.2228 40o 9131 1. OOOE- 30 Oo 6298 0 0 4435 14 02033 - 0 o154 8 14 o 358 1 7 o159E- 06 1 7 00365 27 0 0499

1. 7 64E+ 06 876 0 0000 - 2 04335 - 30 02544 27 o 8209 1. OOOE-30 0 0 6298 Oo4435 12 04558 2 0 6938 9o7620 3o048E-06 1 7o0391 27 0 0542

1. 766E+06 1752 o 0000 - 4 03250 - 20 0 4857 1 6o1607 1. OOOE-30 Oo 6298 Oo4435 10 0 9003 5 02303 5 o 6700 9 o 908E-07 17o0409 27 0 0569

1. 771E+06 5256o 0000 -5 o0883 -16o5440 11 04557 1 0 OOO E-30 0 0 6298 0 0 4435 10 02714 6o2529 4 o 0186 5o 439E-07 1 7o0437 27 0 0615

1. 781E+06 1. 051E+04 -So 9180 -12o2595 6o 3415 1. OOOE-30 0 0 6298 Oo4435 9 o5884 7 0 3642 2 o2242 2 o384E- 07 1 7 o0462 27 0 0654

1. 782E+06 876o0000 -6 05153 - 9 o1746 2 o 6594 1 oOOOE- 30 0 0 6298 Oo4435 9 0978 0 8 01650 0 o 9327 1. OOOE-30 17o0462 27 0 0654 Report No. 1600539.401RO B-82

                                                                                                      !l}Slnll:tutalllllegrlty Associates, Inc~

1. 783E+06 876.0000 - 6.8139 -7.6322 0. 8183 1. OOOE-30 0. 6298 0.4435 8.8524 8 . 5654 0. 2870 1. OOOE-30 17.0462 27. 0654

1. 784E+06 730.0000 -0 . 3115 0. 0000 0. 6298 0.4435 14.1477 7. 825E- 05 17.1036 27.1565 Blocks: 83

1. 785E+06 876.0000 -0.3117 -41.2252 40.9135 1 . OOOE- 30 0. 6298 0.4435 14.1425 -0.1541 14 .2966 7. 090E-06 17 .1 098 27.1663

1. 786E+06 876.0000 -2 .4354 -30.2566 27. 8212 1. OOOE- 30 0. 6298 0 . 4435 12.4025 2. 6823 9. 7202 3. 019E-06 17 . 1124 27. 1705

1. 787E+06 1752 .0000 -4. 3268 -20.4876 16.1609 1. OOOE-30 0. 6298 0 . 4435

10. 8536 5. 2079 5. 6457 9. 813E- 07 17 .1142 27 .1 733 l . 793E+06 5256 . 0000 -5. 0900 -16 . 5458 11 . 4558 1. OOOE-30 0. 6298 0.4435 1 0.2275 6. 2261 4. 0014 5.387E- 07 17.1170 2 7.1778

1. 803E+06 1. 051E+04 - 5. 9196 -12 .2612 6 . 3416 1. OOOE-30 0. 6298 0.4435 9.5474 7. 3327 2. 2147 2. 361E-07 17.1195 27.1817

l. 804E+06 876.0000 -6. 5169 -9.1763 2. 6594 1. OOOE- 30 0. 6298 0.4435 9.0589 8.1301 0 . 9288 1. OOOE-3 0 17.1195 27 .],817 1 . 805E+06 876.0000 -6. 8155 -7.6338 0. 8183 1. OOOE- 30 0. 6298 0 . 4435

8. 814 6 8 . 5288 0. 2858 1. OOOE-30 17.1195 27.1817

1. 806E+06 730.0000 - 0. 3134 0. 0000 0. 6298 0. 4435 14.0878 7. 753E-05 17.1763 27.2719 Blocks: 84

1. 806E+06 876 . 0000 - 0. 3136 -41.2275 40.9140 l.OOOE-30 0. 6298 0.4435 14 .082 7 -0.1535 14.2362 7. 023E-06 17.1824 27 . 2816

1. 807E+06 876 . 0000 - 2 .4372 -30.2587 27. 8215 1 . ooo*E -30 0. 6298 0 . 4435

12. 3501 2. 6710 9. 6791 2. 990E-06 17 . 1850 27.2858

1. 809E+06 1752.0000 -4.3285 -20.4895 16 . 1610 l. OOOE-30 0. 6298 0.4435 10.8078 5.1859 5. 6219 9. 720E-07 17 . 1867 27.2885

1. 814E+06 5256. 0000 -5.0917 -16 .5476 11. 4559 1. OOOE- 30 0. 6298 0 . 4435 10.1843 6.1998 3.9845 5.336E- 07 17 . 1895 27.2930

1. 825E+06 l . 051E+04 -5.9212 -12.2629 6. 3417 1. OOOE-30 0. 6298 0.4435

9. 5071 7. 3018 2. 2054 2. 339E-07 17 .1 920 27. 2969

1. 826E+06 876.0000 - 6. 5184 -9.1779 2. 6594 1. OOOE- 30 0. 6298 0.4435 9.0206 8. 0958 0.9248 l.OOOE-30 17 .1 920 2 7.29 69 1 . 827 E+06 876.0000 -6.8171 -7.6353 0. 8183 1. OOOE-30 0. 6298 0. 4435

8. 7774 8. 4928 0.2846 1. OOOE-30 17.1920 27. 2969

l. 827E+06 730.0000 -0. 3153 0. 0000 0 . 6298 0. 4435 14.0290 7. 682E- 05 17 .2483 27 .3862 Blocks: 85

1. 828E+ 06 876.0000 - 0. 3155 - 41.2299 40.9144 l.OOOE-30 0. 6298 0. 4435 14.0240 -0.1528 14.1768 6.957E-06 17.2544 27. 3959

1. 829E+06 876 .0000 -2 . 4389 -30.2607 27.8218 1. OOOE-30 0. 6298 0. 4435 12.2 986 2. 6598 9. 6388 2 . 962E-06 17.2570 27.4000

1. 831E+06 1752.0000 -4 . 3301 -20 . 4913 16.1612 l.OOOE-30 0. 6298 0 . 4435 10.7627 5.1643 5.5984 9.629E-07 17.2587 27.4027

1. 836E+06 5256.0000 - 5. 0933 -16.5493 11.4560 l.QOOE-30 0. 6298 0.4435 10.1419 6.1740 3 . 9679 5.286E-07 17.2614 27.4071

1. 847E+06 1. 051E+04 -5. 9228 -12.2645 6. 3417 1. OOOE-30 0. 6298 0 . 4435

9. 4676 7. 2714 2. 1962 2. 317E- 07 17.2639 27. 4110

1. 847E+06 876.0000 - 6.5200 -9. 1 794 2. 6594 1. OOOE-30 0. 6298 0. 4435

8. 9831 8. 0621 0. 9210 1. OOOE-30 17.2639 27.4 110

1. 848E+06 876.0000 - 6.8186 -7.6369 0. 8183 1. OOOE-30 0. 6298 0. 4435 8 .7408 8.4575 0. 2834 1. OOOE-30 17.2639 27. 4110

1. 849E+06 730.0000 -0.3172 0 . 0000 0. 6298 0. 4435 13.9712 7. 613E-05 17 .3197 27.4995 Blocks: 86

1. 850E+06 876 .0000 -0.3173 -41.2321 40.9148 l.OOOE-30 0. 6298 0. 4435 13 . 9662 -0 . 1522 14.1184 6.893E- 06 1 7.3257 27. 5091 1 . 851E+06 876.0000 - 2.4407 -30.2628 27. 8221 l. OOOE- 30 0. 6298 0. 4435 12 .2480 2 . 6489 9. 599 1 2. 935E- 06 17.3283 27. 5132

1. 853E+06 17 52. 0000 -4 .3318 -20.4931 16.1614 1. OOOE- 30 0. 6298 0. 4435 10.7185 5.1431 5.5754 9.540E-07 17 . 3299 27.5159

1. 858E+06 5256.0000 -5.0949 -16.5510 11.4562 1. OO OE- 30 0. 6298 0.4435 10.1002 6.1486 3. 9516 5 . 237E- 07 17.3327 27. 5202 1 . 868E+06 1. 051E+04 -5. 9243 -12.2661 6. 34 1 8 1. OOOE-30 0. 6298 0. 4435

9. 4287 7.2415 2.1872 2 . 295E- 07 17.3351 27. 5241

1. 869E+06 876.0000 -6.5215 -9. 1810 2. 6595 1 . OOOE-30 0 . 6298 0. 4435

8. 94 62 8.0290 0. 9172 1. OOOE- 30 17.3351 27 . 5241 1 . 870E+06 876.0000 - 6.8201 -7 .638 4 0 . 8183 1. OOOE-30 0 . 6298 0. 4435

8. 7049 8. 4227 0. 2822 1. OOOE-30 17.3351 27.5241

1. 871E+06 730.0000 -0. 3190 0 . 0000 0. 6298 0. 4435 1 3. 9143 7. 546E-05 17 .3904 27.6118 Report No. 1600539.401RO B-83 lJstnu:tum Integrity Associates. Inc.*

Bl ocks : 67

1. 672E+ 06 876.0000 -0. 3192 -41 . 2344 40.9 1 52 1. OOOE- 30 0. 6296 0 . 4435

13. 9095 - 0. 1 516 1 4. 06 11 6 . 630E-06 17.3964 27 . 62 1 3

1. 673E+06 676.0000 - 2 . 4424 -30.2647 27. 8224 1 . OOOE-30 0. 6296 0 . 4435

12. 1963 2. 6361 9. 5601 2. 908E-06 17.3969 27. 6254 1.874E+06 1752.0000 -4 . 3334 -20.4949 16. 1 615 1. OOOE-30 0. 6298 0 . 4435 1 0.6750 5.1222 5.5528 9 . 454E-07 17.4006 27.6260

1. 880 E+06 5256.0000 - 5 . 0964 -16.5527 11. 4563 1. OOOE-30 0. 6298 0 . 4435 10 . 0592 6.1237 3.9355 5. 1 90 E-07 17.4033 2 7. 6323

1. 890E+06 1. 051E+04 -5.9259 -1 2 . 2677 6. 3419 1. OOOE-30 0. 6298 0. 4435

9. 3904 7. 2 1 2 1 2.1 7 83 2. 275E-0 7 17.4057 2 7. 636 1

1. 691E+06 676.0000 - 6 . 5230 - 9 . 1825 2. 6595 1. OOOE-30 0. 6298 0. 4435 8 . 9099 7. 9964 0. 9135 1 . OOOE-30 17 .405 7 27. 6361

1. 892E+06 676.0000 -6.8216 -7 . 6399 0 . 8163 1. OOOE-30 0. 629 6 0 . 4435

6. 6696 6.3866 0 . 2611 1 . OOOE-30 17.4057 27. 6361

1. 693E+06 730 . 0000 - 0.3208 0. 0000 0. 629 8 0 . 4435

13. 858 5 7. 480 E-05 17.4605 27.7231 Blocks: 66

1. 893E+06 8 7 6.0000 -0. 3209 - 41.2366 40.9 1 56 1. OOOE- 3 0 0. 6298 0. 4435 13 . 8537 -0.1510 1 4.0047 6. 768E- 06 17 .4664 27.7326

1. 694E+06 8 7 6.0000 - 2.4441 - 30.266 7 27.8226 1. OOOE- 30 0. 6298 0. 4435 1 2.1494 2 . 6275 9.5216 2.8 62E- 06 1 7.4689 27.7366 1.896E+06 1752.0000 - 4. 33 5 0 - 20.4966 1 6 . 161 7 1 . OOO E-30 0 . 629 8 0. 4435 1 0 . 6322 5.1017 5. 5305 9 . 369E- 07 1 7.4706 27.7392 1 . 901E+06 5256. 0000 -5.0980 - 16.5544 11. 4564 1. OOOE-30 0. 6298 0. 4435 1 0 . 0189 6 . 099 1 3. 9 1 98 5 .143E- 07 17. 4733 27.7435

1. 9 1 2E+06 1. 05 1 E+04 - 5.9274 - 1 2.2693 6. 3419 1. OOOE- 30 0. 6298 0. 4435 9.3528 7 .1633 2.1696 2. 254E-07 1 7 .4756 27.7472 1 . 9 1 3E+06 676.0000 -6 . 5245 -9 . 1840 2. 6595 1 . OOOE- 30 0. 6296 o. 4435

8. 8742 7. 9644 0. 9098 1 . OOOE-30 1 7.4756 27.7472 1 . 914E+06 676.0000 -6 . 8230 -7.6413 0. 8183 1 . OOOE-30 0. 6296 0. 4435

6. 6349 6. 3550 0. 2799 1. OOOE-30 17.4756 27.7472 1 . 914E+06 730.0000 - 0 . 3226 0 . 0000 0. 6298 0. 4435 1 3. 6035 7. 415 E-05 1 7 . 5300 27 . 6335 Bl ocks: 69

1. 915E+06 876.0000 -0. 3227 - 41 . 23 6 7 40.9160 1. OOOE-30 0. 6298 0. 4435 13 . 7989 -0.1504 13.9492 6.708E- 06 17. 5 356 27 . 6428

1. 9 1 6E+06 676.0000 - 2.4457 -30.2686 27. 8229 1. OOOE-30 0 . 6296 0. 4435 12.101 3 2. 6171 9.4841 2 . 856E-06 17.53 8 3 27.8468 1 . 918E+06 17 52. 0000 - 4. 3365 - 20 . 4964 16.1618 1. OOOE-30 0. 6296 0. 4435 10.5901 5. 06 1 5 5.5066 9.285E-07 17.5400 27.8494

1. 923 E+06 5256. 0000 - 5. 0995 - 1 6.5560 11.4565 1. OOOE- 30 0. 6296 o. 4435

9. 97 93 6.0750 3. 9043 5. 097E-07 17.5426 27. 8536

1. 934 E+06 1. 051E+04 - 5.9288 -12.2708 6. 3420 1. OOO E- 30 0. 6298 0 . 4435 9 . 3 1 59 7 . 1 549 2. 1 6 1 0 2. 234E-07 17.5450 27. 8573 1 . 935 E+06 676.0000 -6.5259 -9.1855 2. 6595 1. OOOE- 30 0. 6296 0 . 4435

8. 639 1 7.9329 0. 9062 1. OOOE-30 17.5450 27.6573

1. 935E+06 676 . 0000 - 6. 8244 - 7 .6428 0. 6183 1. OOOE-30 0. 6298 0 . 4435

8. 6008 6. 3220 0.2788 l.OOOE- 30 17.5450 27. 6573

1. 936E+06 730.0000 - 0.3243 0. 0000 0. 6298 0. 4435 1 3.7495 7. 352E-05 17.5966 2 7 . 9428 Bl ocks: 90

1. 937 E+06 876.0000 -0.3244 - 41.2409 40.9164 1. OOOE-30 0. 6298 0. 4435 1 3 . 7449 -0 .1 498 13.6947 6.649E- 06 1 7 . 604 7 27. 9521

1. 938E+06 876.0000 -2.4474 -30.2705 27 . 8232 1 . OOOE-30 0. 6298 0.4435 1 2 . 0540 2 . 6069 9. 44 71 2. 83 1 E- 06 1 7.6072 27. 9560 1.940E+06 17 52 . 0000 -4.3380 - 20. 5000 16. 1 620 1 . OOOE- 30 0. 6298 0. 4435 10 . 5487 5. 0616 5 . 4671 9. 204E-07 17 . 6088 27 . 9586

1. 945E+06 5256 . 0000 - 5. 10 1 0 - 16.5576 11.4566 1. OOOE- 30 0. 6296 0. 4435 9 . 9403 6. 0513 3 . 8690 5. 053E-0 7 1 7. 6114 27 . 962 6 1 . 955E+06 1 . 051 E+04 - 5. 9303 - 12.2723 6. 3421 1. OOOE-30 0. 6296 0 . 4435 9.2795 7 .1269 2 . 1526 2.2 1 5E-07 1 7 .6 1 38 27. 9665

1. 956E+06 676.0000 - 6. 5273 -9. 1 869 2. 6596 1. OOOE-30 0 . 6298 0.4435

6. 604 6 7. 9020 0 . 9027 1. OOOE-30 1 7. 6138 27. 9665

1. 957 E+06 876.0000 - 6 . 6259 -7.6442 0. 8183 1. OOOE-30 0 . 6298 0.4435

6. 56 7 2 8.2895 0.2778 1. OOOE-30 17 . 6 1 38 27 . 9665 1 . 958 E+06 730. 0000 - 0.3260 0. 0000 0. 6298 0 . 4435 1 3.6964 7. 290E- 05 1 7.66 71 26. 0 5 13 Blocks: 91 1 . 959E+06 876.0000 -0. 3262 -41.2430 40.9168 1. OOOE-30 0. 6296 0.4435 1 3 . 6918 -0.1492 13.6410 6. 591E-06 1 7.6729 26.0605 Report No. 1600539.401RO B-84 l)s~n~r:tum llllegrlty Associates. Inc.*

1. 960E+06 876.0000 - 2.4490 -30.2724 27. 8234 1 . OOOE-30 0. 6298 0. 4435 12.0074 2. 5969 9. 4106 2. B07E- 06 17.6754 28.0644

1. 961E+06 1752 . 0000 - 4. 3396 - 20.5017 16.1621 1 . 000E-30 0. 6298 0.4435 1 0. 5080 5. 042 1 5. 4660 9 .1 24E-07 17.6770 28. 0669

1. 967E+06 5256. 0000 -5.1025 -16.5592 11.4567 1. OOOE- 30 0. 6298 0.4435

9. 9020 6.0280 3.8740 5.009E-07 17.6796 28.0 711

1. 977E+06 1. 051E+04 -5.9317 - 12 .2738 6.3421 l.OOOE-30 0. 6298 0. 4435 9.2437 7. 0995 2 .1 443 2 .195E-07 17.6819 28.0747

1. 97BE+06 876.0000 -6 . 5287 -9.1883 2. 6596 1. OOOE-30 0. 6298 0.4435 B. 7707 7. 8715 0 . 8992 1. OOOE- 30 17.6819 28.0747

1. 979E+06 876.0000 -6.8272 -7.6456 0. 8183 1. OOOE-30 0. 6298 0.4435 B. 5342 B. 2575 0.2767 l.OOOE-30 17.6819 28.0747 1 . 9BOE+06 730.0000 -0 . 3277 0. 0000 0. 6298 0.4435 13.6441 7. 230E-05 17.7349 28.1588 Blocks: 92

1. 9BOE+06 876.0000 -0.3278 -4 1. 24 50 40.9172 l.OOOE-30 0. 6298 0.4435 13 . 6396 - 0.1486 13.7 882 6. 535E-06 17.740 6 28 . 1679

1. 9B1E+06 876.0000 - 2. 4505 -30 . 2742 27. 8237 1. OOOE-30 0. 6298 0. 4435

11. 9617 2. 5870 9.3747 2. 783E-06 17.7430 28 .171 8

1. 983E+06 17 52. 0000 -4.3410 -20. 5033 16 .1623 1. OOOE-30 0. 6298 0. 4435 10 .4680 5. 0229 5. 4451 9. 046E-07 17.7446 28.1743 1 . 9BBE+06 5256. 0000 -5 . 1039 -16.5607 11 . 4568 1. OOOE-30 0 . 6298 0.4435

9. 8643 6. 0050 3 . 8593 4. 966E-07 17 .7472 28.1784

1. 999E+06 1 . 051E+04 - 5. 9331 -12.2753 6. 3422 1 . OOOE-30 0. 6298 0.4435

9. 2085 7. 0724 2 .1361 2 .177E-07 17.7495 28.1821 2 . OOOE+06 876.0000 - 6. 530 1 -9.1897 2. 6596 1. OOOE- 30 0. 6298 0.4435 8.7373 7.8415 0. 8958 1. OOOE-30 17 .7495 28.1821

2. 001E+06 876.0000 -6.828 6 -7.6469 0. 8 1 83 1. OOOE-30 0. 6298 o. 4435 B. 5017 8. 2261 0. 2756 1. OOOE-30 17.7495 28.1821

2. 001E+06 730 . 0000 -0.3293 0. 0000 0 . 6298 0. 4435 1 3.5926 7 .170E-05 17.8020 28.2655 Blocks: 93

2. 002E+06 876 . 0000 -0. 3295 -41.2470 40 . 9176 1. OOOE-30 0. 6298 0. 4435 13.5882 -0 . 1481 13.7363 6.479E-06 17 .8077 28.2745 2 . 003E+06 876.0000 -2. 4521 -30.2760 27.8240 1. OOOE-30 0. 6298 0.4435

11. 9166 2. 57 72 9.3394 2. 759E-06 17.8101 28.2783 2 . 005E+06 1752 .0000 -4. 3425 -20 .5049 16 .1624 1. OOOE-30 0. 6298 0. 4435

10. 4286 5.0040 5. 424 6 B. 970E-07 17 .8 117 28.2808

2. 010E+06 5256. 0000 - 5. 1053 -16 . 5623 11.4569 1. OOOE-30 0. 6298 0. 4435

9. 8271 5. 9824 3.8447 4.924E-07 17.8143 28.2849

2. 02 1 E+06 1 . 051E+04 - 5.9345 -12 . 2767 6. 3422 1. OOOE-30 0. 6298 0.4435 9.1739 7 .0458 2.1281 2 . 15BE-07 17.8166 28.2885

2. 022E+06 876.0000 - 6.5315 -9.1911 2. 6596 1. OOOE-30 0. 6298 0.4435

8. 7044 7 . 8120 0. 8924 1 . OOOE-30 17.8166 28.2885

2. 022E+06 876 . 0000 -6.8299 -7 .6 483 0. 8184 1. OOOE-30 0. 6298 0. 4435 B. 4697 B .1951 0 . 2746 l.OOOE- 30 17. 8166 28.2885

2. 023E+06 730.0000 - 0. 3310 0. 0000 0. 6298 0.4435 13 .54 19 7 .11 2E- 05 17.8686 28 . 3712 Blocks: 94

2. 024E+06 876.0000 - 0. 3311 -41.2490 40.9179 l.OOOE-30 0. 6298 0.4435 13.5376 -0.1475 13 . 6851 6. 425E-06 17.8743 28. 3802

2. 025E+06 876.0000 -2 . 4536 -30.27 78 27. 8242 1. OOOE-30 0. 6298 0.4435 11.8722 2 . 5676 9.3046 2 . 736E-06 17.8767 28.3840

2. 027E+06 17 52. 0000 -4. 3439 -20. 5065 16 . 1626 1. OOOE- 30 0. 6298 0.4435

10. 3898 4 . 9853 5 .4044 8.895E-07 17.8782 28.3864

2. 032E+06 5256 . 0000 -5 .1067 -16 . 5638 11.4570 l.OOOE-30 0 . 6298 0.4435 9.7906 5. 9601 3. 8304 4. B83E-07 17.8808 28 . 3905

2. 042E+06 1 . 051E+04 - 5. 9359 -12.2781 6.3423 1. OOOE-30 0. 6298 0.4435 9.1398 7 . 0196 2.1202 2 .140E-07 17.8830 28.3941

2. 043E+06 876.0000 - 6 . 5328 -9.1925 2. 6597 1. OOOE-30 0. 6298 0 . 4435

8. 6721 7. 7830 0. 8891 1. OOOE-30 17.8830 28.3941

2. 044E+06 876.0000 - 6 . 8312 -7.6496 0. 8184 1. OOOE-30 0. 6298 0. 4435 B. 4382 8.1646 0.2736 l.OOOE-30 17.8830 28.3941

2. 045E+06 730.0000 - 0.3326 0. 0000 0. 6298 0. 4435 13.492 0 7. 055E-05 17.9347 28.4761 Blocks : 95

2. 04 6E+06 876.0000 -0 . 3327 -41.2510 40.9183 1. OOOE-30 0. 6298 0.4435 13.4878 -0.1470 13 .6348 6. 372E-06 17.9403 28 . 4850

2. 04 7E+06 876.0000 -2.4551 -30.2796 27.8244 1. OOOE-30 0. 6298 0.4435 11.8286 2. 5582 9. 2704 2. 714E-06 17 . 9427 28.4888

2. 04BE+06 1752.0 000 - 4.3453 -20. 5081 16.1627 1. OOOE-30 0. 6298 0. 4435 10 .3 516 4.9670 5. 3845 8. B21E-07 17.9442 28.4912 Report No. 1600539.401RO B-85 l}Slroc:tural hrlegrtty Associates. Inc.*

2. 054E+06 5256. 0000 -50 1081 -1 6.5652 1 1.4571 1. OOOE-30 0 0 6298 0 . 4435 9 07546 50 9382 3.8164 4.843E-07 17.9468 28.4953

2. 064E+06 1. 051E+04 -50 9372 -12 02795 6 . 3423 1. OOOE-30 0 0 6298 o. 4435 9.1062 6 0 9938 2.1124 2 .123E-07 17.9490 28 04988

2. 065E+06 876.0000 - 6 .5 341 -9.1938 2. 6597 1 . OOOE-30 0 0 6298 0 04435 8 0 6402 7 . 7544 0. 8858 1. OOOE-30 17.949 0 28 04988

2. 066E+06 876.0000 - 6.8325 - 7 0 6509 0 . 8184 1. OOOE-30 0 0 6298 0 . 4435 8 04072 8.1346 0. 2726 1. OOOE-30 17.949 0 28.4988

2. 067E+06 730 0 0000 - 0 . 3342 0 0 0000 0 0 6298 0.4435 13.4429 6. 9 99E-05 18.0003 2 8 .5802 Blocks: 96

2. 068 E+06 876.0000 - 0 03343 -41.2529 40 . 9186 1. OOOE-30 0 0 6298 0.4435 13 04387 -0 . 1464 13. 5852 6. 320E-06 18. 0058 28.5890

2. 068E+06 876.0000 - 2 04566 -30 .2813 27 . 824 7 1. OOOE-30 0 0 6298 0 0 4435 11.7856 2 . 5489 9. 2367 2. 692E-06 18 0081 0 28.5927 2 . 070E+06 1752.0000 - 4 0 3467 -20.5096 16.1629 1. OOOE-30 0 0 6298 0 0 4435 10 03139 4.9489 5.3650 B. 749E-07 18 0 009 7 28 . 595 1

2. 07 5E+06 5256 . 0000 - 5.1095 -16 .5667 11.4572 1. OOOE-30 0 06298 0 0 4435 9 0 7191 50 9167 3. 8025 4. 803E-07 18 00122 28.5992

2. 086E+06 1. 051E+04 -50 9385 - 12 02809 6. 3424 1. OOOE-30 0 06298 0 0 4435 9.0731 6. 9684 2.1047 2 .l OSE-07 18 . 0144 28.6027

2. 087E+06 876 0 0000 -6 0 5354 -9.1951 2. 6597 1. OOOE-30 0 06298 0. 4435 8 0 6088 7 07262 0. 8826 1. OOOE-30 18.0144 28.6027

2. 088E+06 876.0000 -6 0 8338 - 7 0 6522 0.8184 l.OOOE- 30 0 06298 0 04435 8 03767 8 .10 51 0.2716 l.OOOE-30 18 00144 28 0 6027

2. 088E+06 730.0000 - 0.3357 0 0 0000 0 0 6298 0.4435 13 03945 6 . 945E-05 18 0 0653 28 0 6834 Blocks: 97

2. 089E+06 876.0000 -0 03358 -41.2548 4 0. 9 1 90 1. OOOE-30 0 0 6298 0 0 4435 13 03904 -0. 1 459 13.5363 6. 269E-06 18 0 0708 28 0 6921

2. 090E+06 876 .0000 -2 04580 -30.2830 27.8249 1. OOOE- 30 0 0 6298 0.4435 11.7432 2 05397 9. 2035 2. 670E-06 18 0073 1 28 0 6958

2. 092E+06 1752.0000 -4.3481 -20.5111 16.1630 l.OOOE-30 0 06298 0 04435 10 .2769 4 09312 5. 3457 8. 679E-07 18.0746 28.6983

2. 097E+06 5256. 0000 -5 .1108 -16.5681 11.4573 1. OOOE-30 0 06298 0.4435 9 06842 5.8954 3. 7888 4. 764E-07 1 8 00771 28 07022 2 .108E+06 1. 051E+04 -50 9398 -12.2823 6. 3425 1. OOOE-30 0 06298 0.4435 9 0 0405 6 0 9434 2. 0971 2. OB8 E-07 18 00793 28 07057 2 .109E+06 876.0000 -6 05367 - 9. 1 964 2. 6597 1 . OOOE- 30 0 06298 0. 4435 8 5779 0 7 0 6985 0.8794 l.OOOE-30 18 00793 28.7057 2 .109E+06 876 00000 -6 0 8351 - 7 0 6535 0. 8184 1. OOOE- 30 0 06298 0 . 4435

8. 3466 B. 0760 0 . 2706 l . OOOE-30 18.0793 28 07057 2 .110E+06 730.0000 - 0 03373 0 00000 0. 6298 0 04435 13.3469 6. 891E-05 18 . 1 298 28 07858 Blocks : 98 2 .111E+06 876.0000 - 0 03374 - 41.2567 4 0. 9 19 3 1. OOOE-30 0 0 6298 0 04435 13.3428 -0. 1 454 13.4882 6.219E-06 18 . 1352 28 07945 2 .112E+06 876.0000 - 2 04595 - 30 02846 27. 8252 1 . OOOE-30 0 0 6298 0 . 4435 11.7015 2 05307 9.1708 2. 64BE- 06 18 .1 375 28 07982 2 . 114E+ 06 1752.0 000 - 4.3495 -20 05126 16.1631 1. OOOE-30 0 06298 0.4435 10.2404 4 09136 5. 3267 8. 609E- 07 18.1391 28 0 8006 2 . 119E+06 5256. 0000 - 5.1121 -16.5695 11.4574 1. OOOE-30 0 06298 0.4435 9.6499 50 8745 3.7754 4.726E-07 1 8.14 1 5 28 0 8045 2 .129E+06 1. 051E+04 - 5.9411 -1 2 02836 6. 3425 1. OOOE-30 0 06298 0.4435 9 0 0084 6. 9188 2. 0897 2. 072E-07 18.1437 28 0 8080 2 .130E+06 876 . 0000 -6 .53 79 -9.1977 2. 6598 1. OOOE-30 0 0 6298 0 . 4435 8 0 54 75 7 0 6711 0 . 8763 1. OOOE-30 18.1437 28 0 8080

2. 131E+06 876 . 0000 - 6.8363 -7 .6547 0. 8184 1. OOOE- 30 0 0 6298 0.4435 8 .3 170 B. 04 73 0 . 2696 1. OOO E-30 18.1437 28.8080 2 . 132 E+06 730.0000 - 0 03388 0 00000 0. 6298 0.4435 13 02999 6. 83BE-05 18 .1938 28.8875 Blocks: 99 2 .133E+06 876.0000 - 0 03389 -41.2586 40.9197 1. OOOE-30 0 06298 0.4435 13 . 2959 - 0. 1 449 13.4408 6. 1 70E-0 6 18.1992 28.8960 2 .134 E+06 876.0000 - 2.4609 -30.2863 27. 8254 1. OOOE-30 0 06298 0 04435 11.6604 2 05218 9.1386 2. 628E-06 18.2015 28 08997 2 .135E+06 1752.0000 - 4 03508 -20 05141 16.1633 1. OOOE-30 0 06298 0.4435 10.2044 4.8964 5. 3080 8. 542E-07 18 02030 28 0902 1 2.141E+ 06 5256.0000 -5 . 1134 - 16.5709 11. 4575 1. OOOE-30 0. 6298 0.4435 9.6160 50 8539 3.7621 4.689E-07 18 02055 28.9060

2. 151E+ 06 1. 051E+04 - 50 9423 -12.2849 6.3426 l.OOO E-30 0 06298 0.4435 8 . 9768 6. 8945 2. 0824 2. OSSE- 07 18.2076 28.9094 Report No. 1600539.401RO B-86 S )Situcturalllllegrlly Associates. Inc.*

2 . 152E+06 876. 0000 -6.5391 - 9. 1 989 2. 6598 1. OOOE-30 o. 6298 0 . 4435

8. 5175 7 . 6442 0 . 8732 1. OOOE-30 18.2076 28 . 9094

2. 153E+06 876.0000 - 6.8375 - 7.6559 0.8 1 84 1. OOOE- 30 0. 6298 0. 4435 8.2878 8. 01 9 1 0 . 2687 1 . OOOE-30 1 8.2076 28.9094 2 . 1 54E+ 06 730 . 0000 - 0.3402 0 . 0000 0. 6298 0. 4435 13.2536 6. 786E- 05 18 . 2573 28.9883 Blocks: 100 2 . 1 55E+06 876.0000 -0.3404 -41.2604 40 . 9200 1 . OOOE-30 0. 6298 0.4435 13.2497 -0.1444 13.3941 6. 122E-06 18.2627 28.9968 2 . 155E+06 876.0000 -2.4623 -30 . 2879 27. 8256 1. OOOE- 30 0. 6298 0. 4435 11 . 6 1 99 2. 5 1 30 9.1068 2 . 607E-06 1 8.2650 29.0005 2 . 1 57E+06 1752.0000 - 4.352 1 -20.5 1 55 1 6. 1 634 1. OOOE-30 0. 6298 0. 4435 1 0. 1 690 4.8794 5.2896 8 . 475E-07 1 8.2664 29.0028 2 .162E+06 5256. 0000 - 5. 11 47 -16 . 5723 1 1.4576 1. OOOE-30 0. 6298 0.4435 9 . 5826 5. 8335 3. 749 1 4. 652E-07 18.2689 29.0067 2 .173E+06 1. 051E+04 -5.9436 - 12.2862 6. 3426 1. OOOE-30 0. 6298 0. 4435

8. 9457 6. 8705 2. 0751 2. 039E-07 1 8.2710 29.0 1 01 2 .174E+06 876.0000 -6.5404 -9.2002 2. 6598 1. OOOE-30 0 . 6298 0 . 4435

8. 4879 7 . 6 1 77 0.8702 1. OOOE- 30 1 8.2710 29.0 1 01 2 .175E+06 876.0000 -6 . 8387 -7.6571 0. 8 1 84 1 . OOOE-30 0. 6298 0 . 4435

8. 2590 7. 9913 0. 2678 1. OOO E-30 1 8. 2710 29.0101 2 . 1 75E+06 730. 0000 - 0.3417 0 . 0000 0. 6298 0. 4435 13.2080 6. 735E- 05 18.3203 29.0884 Maximum numbe r of blocks reached. The analysis termina t ed.

Nwnber of Runtime Narnings : 2

- - Runtime l'larning : The current va l ue of R( - 1.2640) is l ess than the first value of R(l.OOOE-20) i n the da/dn -Del taK tab l e. The firs t value of R(l.OOOE-20)

Hi ll be used

- - Runtime l*la r n i ng: The current value of R(3.2249) is greater than the last value of R(0 . 9990) i n the da/dn-De l taK t abl e. The l ast value of R(0.9990) will be used

         *** End o f pc-CRACK output    ***

Report No. 1600539.401RO B-87 SJs~n~c~utVI Integrity Associates, hrc!'}}

v t e Letter Sequence Request
EPID:L-2017-LLR-0092, Flaw Evaluation of Unit 2 Residual Heat Removal Suction Weld Joint (Open)
Initiation Request Acceptance Administration Questions 2 November 2017 Answers Results Approval... Other: DCL-24-066, Request to Extend the Nrg Approval of Alternative for Use of Full Structural Weld Overlay, REP-RHR-SWOL
MONTHYEAR2017-11-02 [Table View]

DCL-17-049, Flaw Evaluation of Unit 2 Residual Heat Removal Suction Weld Joint

Text

Dear Commissioners and Staff:

Title:

1.0 INTRODUCTION

7.0 CONCLUSION

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7.0 CONCLUSION

8.0 REFERENCES

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Title:

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DCL-17-049, Flaw Evaluation of Unit 2 Residual Heat Removal Suction Weld Joint

Text

Dear Commissioners and Staff:

Title:

1.0 INTRODUCTION

7.0 CONCLUSION

8.0 REFERENCES

1.0 INTRODUCTION

7.0 CONCLUSION

8.0 REFERENCES

Title:

Title:

Title:

Title:

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