ML20106F367
| ML20106F367 | |
| Person / Time | |
|---|---|
| Site: | Waterford  |
| Issue date: | 10/31/1984 |
| From: | Muenow R MUENOW & ASSOCIATES, INC. |
| To: | |
| Shared Package | |
| ML20106F344 | List: |
| References | |
| NUDOCS 8410300215 | |
| Download: ML20106F367 (400) | |
Text
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i l ti l NONDESTRUCTIVE TEST EVALUATION ! OF BASE CONCRETE AT WATERFORD NO. 3
- LOUIS!ANA POWER AND LIGHT COMPANY t i
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CHARLOTTE. NO8trH CANOUN4 20211 (704) 377 6 1 -(704) 542-2223 l l l NONDESTRUCTIVE TEST EVALUATION i 0F BASE MAT CONCRETE AT WATERFORD NO. 3 LOUISIANA POWER AND LIGHT COMPANY O
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19fuexow adAnociates,9xc. uarte ns e a cc vc itsimo v cum ern cum in WATERFORD NO. 3 - LP & L N0NDESTRUCTIVE EVALUATION OF BASE MAT CONCRETE TABLE OF CONTENTS PAGE NO. I. INTRODUCTION 1 II. SCOPE 2 III SLfiMARY OF TEST RESULTS 2-4 IV. TEST PROCEDURES 5 TEST PROCEDURE CALIBRATION a INSTRlfiENTATION 6-7 b DAILY FUNCTION 8-10 (j c DRAWINGS NtfiBERED 1,2,3,4,5,6 10-15 V. BASE MAT INSPECTION LOGISTICS 16 a TEST LOCATIONS 17-21 b -DRAWINGS NUMBERED 7, 7a, 8, 8a, 9, 10, 11, 12, 13, 15 VI. TEST LOGISTICS a SPECIFIC METHOD OF BASE MAT INSPECTION WITH 45* TRANSDUCER 22-27 b SPECIFIC METHOD OF BASE MAT INSPECTION WITH 60 TRANSDUCER 28-32 VII. TEST DATA a CCNCRETE QUALITY 33-35 b EXPLANATION OF RAND 0M REFLECTORS 35-36 c TABULAR AND GRAPHIC TEST DATA FOR 45 TRANSDUCER - BASE MAT 37-270 283-333 , d) TABULAR AND GRAPHIC TEST DATA FOR 60 TRANSDUCER - BASE MAT e) TABULAR AND GRAPHIC TEST DATA FOR 45 TRANSDUCER - EVALUATION 334-345 0F SURFACE INDICATIONS ON RCB WALL f) DRAWING NUMBER 14 VIII. APPENDIX N0. 1 PROGRAM FOR NDT EVALUATION 346-348 IX. APPENDIX NO. 2 TEST PROCEDURE 349-357 X. APPENDIX NO. 3 DAILY CALIBRATION RECORDS 358-379 XI. APPENDIX NO. 4 RESUME OR QUALIFICATIONS AND EXPERIENCE - MUENOW AND 380-390 ASSOCIATES, INC.
- Note each report contains an extra set of RCB test data on pages 271 to 282 L
; Mnarar sm(aduedst<4 A y seATEluALS ANO NONDESTRUCTIVE TESTING 3900 HUNTCUFF 04. , CMANLOTTL leORTH CAROUNA 28211 00el 3774041 f70el S42-2223 NONDESTRUCTIVE TEST EVALUATION ' OF BASE MAT CONCRETE AT WATERFORD NO. 3 LOUISIANA POWER AND LIGHT ~
BY
-RICHARD A. MUENOW, P.E.
INTRODUCTION An investigation, utilizing the technique of low frequency pulse echo con' crete nondestructive evaluations (NDT), was conducted at Waterford No. 3 of the Louisiana Power and Light Company, during the period June to September, 1984. Our investigation had the specific purpose of determining depth, 4 orientation and width of possible internal discontinuities in certain areas O of surface cracking visually apparent on the surface of the base mat. All field work and data interpretation was supervised by Richard Muenow of Muenow and Associates, Inc.; a resume of experience is attached as Appendix No. 4. The specific program for NDT evaluation is included in Appendix No.1. SCOPE OF BASE MAT NDT EVALUATION i As a result of the July 10, 1984 meeting, including the NRC, LP&L and j E8ASCO, it was decided that a NDT evaluation of possible internal discontinuities , associated with certain areas of base mat surface crack indications be conducted. ( Our program of evaluation utilized the pulse echo technique of concrete inspection j which is described in following sections of this report. Our investigation in- ! cluded the use of straight beam transducers and transducers with receiving angles l ( !O l 1
of 45 and 60 degrees. O degree transducers define certain values associated O with propagation of sound through the base mat concrete. The 45 and 60 degree transducers, using that data, evaluate the presence and location of internal discontinuities propagating downward from the base mat surface. The program included the evaluation of 25 surface indications, oriented generally in an East-West direction of the west side of the Reacter Cpntainment Building (RCB). One surface indication oriented northwest-southeast and propagating outward from the northwest quadrant of the RCB was also tested on the west side. On the east side of the RCB,12 surface indications oriented generally east-west and 3 surface indications oriented northeast-southwest were tested. In addition, 4 indications were evaluated on the surface of the RCB exterior wall in the northeast quadrant. A calibration area was established in the northwest : corner of the base mat. This calibration area served as our standard for daily ver-ification for test evaluation of the pulse echo instrumentation. [v) - SlNMARY Based upon our nondestructive testing program at Waterford No. 3, the most significant findings are as follows:
- 1. Base mat cracks, specifically identified for evaluation during this investigation, are essentially vertical in orientation. There is no evidence of diagonal (shear) cracks; either occurring singularly or as a connection between two individual cracks within the areas investigated. Crack depth is variable, and ranges from less than one foot in depth, to as low as the reinforcement mat on the bottom of the base mat.
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- 2. All cracks are tight and are estimated less than 7 mils in width. On the surface, crack width measurements appear to be in the range of 3 to 5 mils. No significant seepage of water from the cracks was found during the time period of our investigation.
- 3. Test data indicates there were no significant voids and/or
~ honeycombs found in the mass of the base mat and concrete consolidation is adequate and good.
- 4. 25 surface indications, oriented essentially East / West, and 1 surface indication oriented northwest / southwest were evaluated on the west side of the RCB: of this neber,10 including the diagonal surface indica' tor revealed noncontinuous and variable O depth internal discontinuities to the region of the lower layer of reinforcement steel.
- 5. 12 surface indications, oriented essentially East / West, and 3 surface indications, oriented northeast / southwest were evaluated on the East side of the RCB; of this n eber, 9 including 2 of the diagonal surface indicators; revealed noncontinuous and variable depth internal discontinuities to the region of the lower layer of reinforcement steel.
- 6. NDT tests under the RCB indicates the presence of 7 internal discontinuities with sufficient length and aerial surface to be O
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mapped; all 7 are classed noncontinuous and variable depth extending to the region of the lower layer of reinforcement steel. Six of the internal discontinuities coincide with visual surface cracking on both the east and west sides of the RCB. The seventh indication does not extend beyond the RCB diameter. Location of cracks under the RCB were identified to be in the vicinity of surface indications as visually mapped in 1977.
- 7. 4 surface indications in the northeastern quadrant of the RCB wall were evaluated; of this number no internal discontinuities greater than 1 foot in depth were indicated.
i 8. Test data indicates that base mat concrete ranges in strength from 5000 to 7000 plus PSI and exhibits good to excellent density characteristics. I l O
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TEST TECHNIQUE n (_/ The theory of pulse echo nondestructive testing for the evaluation of concrete and concrete structures is based upon Snell's Laws of Reflection and Refraction. This law states that as mechanical energy (sound waves) propagate through a medium, a portion of the energy will be reflected as changes in density are encountered. These changes in density can occur as the opposite side of the structural member, internal discontinuities such as cracks, voids, honeycomb and lack of consolidation within the concrete mass and/or associated with the reinforcement steel system. Data from the pulse echo NDT system will identify internal discontinuities as to nature and characteristics and will delineate aerial extent and depth within individual members. A value of pulse velocity is also obtained, which is a measure of speed with which a sound wave propagates through a medium. This value of pulse velocity is then correlated r to a coefficient of concrete unifamity and insitu compressive strengths (PSI). For test procedure see Appendix No. 2. VARIATIONS TO STANDARD TEST PORCEDURE UTILIZED AT WATERFORD NO. 3 Pulse echo investigations to detemine crack depth and orientation are , conducted with transducers designed for that specific inspection requirement. The Waterford No. 3 base mat study utilized transducers with receiving angles of 0 to 60 degrees as measured from the perpendicular. These transducers are constructed with a piezoelectric ceramic crystal mounted inside a stainless steel housing at the specific angle of refraction which depends upon the
- velocity of sound propagation through the concrete and transducer housing.
l l Drawing Numbei- 1 illustrates the fuction of each transducer employed; 0*-45'- l l 60' as measured from the perpendicular. O i l l 5 1
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l l Utilizing pulse echo test technique for detennining depth and
; orientation of internal discontinuities is accomplished by determining an
, average time of propagation, such as microseconds per unit measure of travel
- for the particular concrete under investigation. Then by triangulation a calculated point location of an internal reflector is established relative to !
a series of fixed points located on the base mat surface. This data is then, if necessary, subjected to a data processing program which perfonns a regression analysis, curve fitting and separates multiple reflectors occurring from a single test location based upon times of, arrival. A regression analysis was not perfonned on the data included in this report because of the well defined nature of the raw data. See Drawing No. 2 for illustration of test technique for both 45* and 60* transducers. TEST PROCEDURE CALIBRATION INSTRUMENTATION - DAILY FUNCTION O
- INSTRUMENTATION Portions of the pulse echo equipment which are used for timing are calibrated by an authorized agency and are traceable to the Bureau of Standard under the following specifications
- TM504, TG501 Opt. 1, SG503, DM501, PG506, 8012690, B010277, B0052314, B0093084 and B031780. Pulse echo instrunentation used at Waterford No. 3 were calibrated prior to site work and were recalibrated during the field work on July 26, 1984. See drawing number 13 for location of calibration area.
DAILY FUNCTION [ Daily calibration of instrumentation was accomplished by a series of test
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patterns designed to evaluate timing and amplifier circuits for reliability and reproducibility. One series of tests, for the 45* transducer, analyzed a l I 7
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DRAWING NO. 13 -- i GENERAL LOCATION OF CALIBRATION AREAS I (1) Test on Construction Joint .. (2) 60 Trans. Test 8 to 140 ft. into MUENOW AND ASSOCIATES, INC. Base Mat Edge 3 45' Trans. Test into Base Mat Edge CHARLOTTE, NORTH CAROLINA , .b 4 100 Test Location Survey 9 _____________._p
signal transmitted into and reflected from a construction joint with a typical
" key" configuration. A second series of tests, for the 45* transducer, analyzed a signal transmitted into and reflected from the edge of the base mat for horizontal distances to 20 feet. See Drawing Nos. 3 and 4 for 45* transducer calibrations.
A third series of tests, involving the 0* transducer, analyzed a series of 100 test locations to determine the range of propagation times (microseconds per unit of measure) which could be expected in a 1200 cubic foot volume of base mat concrete. This series of pulse echo tests established the average sound propagation transit time for all subsequent calculations. The average transit time utilized for Waterford No. 3 studies was 71.2 microseconds per foot, rounded to 71, with one standard deviration was.3.11. See Drawing No. 5 for i 100 test location transit time variability. d Daily calibration was accomplished with the 60* transducer for timing and amplifier circuits involving reliability and reproducibility. The-60* transducer series of tests analyzed a signal transmitted into and reflected from the base mat edge at distances from 8 to 140 feet; see Drawing No. 6 for an illustration of test parameter. See appendix ntsnber 3 for daily calibration records. BASE MAT INSPECTION l TEST LOCATIONS l-Relating back to the basic purpose of our investigation,'as stated in the l introduction portion of this report; "detennine depth, orientation and width l l l O 10
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t / 45* DETAIL CALIBRATION TEST PROCEDURE FOR EVALUATION OF BASE MAT EDGE TESTS WITH 45 TRANSDUCER DRAWING NO. 4 MUEN0W AND ASSOCIATES, INC. CHARLOTTE, NORTH CAROLINA 1.SUISIANA POWER AND LIGHT WATERFORD NO. 3
O O O 1 1 2 3 4 5 6 7 8 9 10 Line No. Average Microsecond Transit Time / ft. B 1 79 80 81 77 74 73 69 68 67 69 C 2 74 67 68 69 70 72 68 69 71 73 .
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DRAWING NO. 6 MUENOW AND ASSOCIATES, INC. CHARLOTTE, NORTH CAROLINA LOUISIANA POWER AND LIGHT WATERFORD NO. 3
of possible internal discontinuities in areas of surface cracking visually
, apparent on the surface of the base mat", test locations were established ~
mainly to evaluate surface indications oriented in an East / West direction in base mat concrete placements designated 7A-8A-5A-2-6-1-78-8B and 5B. See LP&L Figure 2.5-118 - Concrete base mat placement dates designated drawing number 15. Additional test locations, to those already identified, were established in base mat concrete placements 78 and SB to evaluate the depth, orientation and width of internal discontinuities in the vicinity of surface indications radiating out from the RCB in a diagonal direction. Surface indications in placement ntsnber 7B are generally in a southwest / northeast orientation while the one surface indication evaluated in placement SB was oriented in a northwest / southeast direction. As a further study, four surface crack indications located in the O northeastern quadrant of the RCB wall were evaluated for depth and orientation. This test series was conducted indentically to those tests on the base mat with the singular exception that the transducer was placed a distance equal to wall thickness, as initially slip fonn cast, away from the surface indication. See the following drawings for description: Drawing No. 7 - Location of Surface Indications and Identification System for West Side of RCB Drawing No. 7a - Location of Surface Indication and Identification for West Side of RCB O 15
Drawing No. 8 - Location of Surface Indications and Identification System for East Side of RCB Drawing No. 8a - Location of Surface Identications and Identification System for Diagonal Indications for East Side of RCB PRECISION STATEMENT There are two levels of precision involved with a nondestructive evaluation of concrete structures. One level, concerning electronic timing, amplifiers and general performance, is covered by a calibration program conducted by authorized maintenance facilities traceable to the Bureau of Standards. The second level concerns the recognition that sonic energy propagates in an ever increasing cone shaped configuration and reflected energy is received from a surface as opposed to a point. At a frequency of 50 KHZ the sonic divergence ) cone is approximately a 1 foot diameter cone for 7 to 8 feet of propagation. With the 45 degree evaluation this equates to virtually. no divergence at the top of the slab, and approximately 2 feet divergence at the bot +,om of the slab. In terms of data interpretation, this means that any internal ,. . .. discontinuities between 10 and 12 feet below the base mat surface will be - l l
. located within that 2 foot diameter circle.
l With the 60* transducer the precision with which an internal discontinuity can be located depends upon a 4 to 5 foot diameter circle, at distances involved I with this investigation, but is enhanced by the additional data interpretation of frequency content and amplitude. In terms of data interpretation, this means O l 16 y-. . . . . .
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MUENOW AND ASSOCIATES, INC. CHARLOTTE, NORTH CAROLINA LOUISIANA POWER AND LIGHT WATERFORD NO. 3 0^ 3 rw S3uthwest corner of ) Fuel, handling building _ _ ( I I I WEST D GONAL SURFACE IND ATION o xx -
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RCB Wall Scale: 1/8" = 1.0' DRAWING NO. 7a LOCATION OF SURFACE INDICATION
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MUENOW AND ASSOCIATES, INC. CHARLOTTE, NORTH CAROLINA LOUISIANA POWER AND LIGHT WATERFORD NO. 3 t'} N p Ke ' Le L ' Ge Je - i O re RCB Wall M De Ce
'I DRAWING NO. 8 LOCATION OF SURFACE INDICATIONS AND IDENTIFICATION O. SYSTEM - EAST SIDE OF RCB Scale: 1/8" = 1.0'
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- - that any internal discontinuity within the 12 foot base slab is located within that 4 to 5 foot diameter circle, and is further defined as to physical characteristics by the frequency component and amplitude.
FREQUENCY CONTENT AND AMPLITUDE Low frequency sonic testing, pulse echo, is accomplished with energy containing a wide frequency band; usually approximately 1 to 100 KHZ-Frequency shifts and attenuation of this sonic energy is affected by physical characteristics of the particular concrete within which it propagates. However, experience has shown, that most concrete having densities in the range of 150 pounds per cubic foot and having attained compressive strengths excess of 4000 to 4500 PSI have very similiar acoustic characteristics. In addition, experience has shown that not only does internal reflector surface size i control the amplitude of the reflected energy; but additionally, reflector size will also cause frequency shifts (alterations) in the frequency component of the reflected energy. In tenns of data interpretation this means that for a 4 foot diameter reflector a 100% amplitude energy level is recorded and calibrated from tests against the edge of the base mat for any specific path
-length. In conjunction with this, the frequency content will vary with l
reflector surface; the higher frequencies attenuating from 100 KHZ to 20 KHZ E, , . for a reduction of 50%. in the reflector surface area, corrected for~ path e mm distance. , This measurement techniques have been verified by concrete removal and coring at Marble Hill, Callaway, Peach Bottom, Comanche Peak and Monticello. O 1 21 a :r:r nazarrr nnrn._ - - - - - - --
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SPECIFIC METHOD OF BASE MAT INSPECTION WITH 45 TRANSDUCER The basic concept of determining depth and orientation of internal reflectors by time measurements aM geometric triangulation is best . illustrated by referring to drawing number 2; " Test Technique for Determining Internal Reflector Depth and Orientation with 45* Transducer", and drawing number 9; which details the layout of test points, on the surface of the base mat, in relation to individual surface indications. A step by step description of this method is as follows:
- 1. By visual means, all surface indications on the base mat', are outlined in detail and identified for the permanent record.
- 2. Each surface indication is measured for horizontal length and distances away from nearby reference points; such as the RCB and column line intersections.
- 3. One surface indication is then chosen for an evaluation of possible internal discontinuities related to its visual appearance.
Selecting the initial surface indication for evaluation is usually based upon isolation (not associated with any other surface indications) and as short as possible in horizontal length.
- 4. The chosen indication is then outlined in paint or other semi pemanent material.
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- 5. Lines are established on 18 inch centers perpendicular to the surface indication for the horizontal length of the indication.
Q These lines extend outward from the surface indication in both directions for a distance equal to the thickness of the member under test. In the case of Waterford No. 3, the nominal thickness of the base mat is 12 feet; so the individual test lines extended outward in both directions from the surface indications 12 feet. Along this 12 foot test line individual test points are established on 1 foot centers. Fcr clarification refer to drawing number 9.
- 6. All measurements of the surface indication and individual test numbering sequence are made from the RCB outward, and are designated as tests from NORTH to SOUTH or SOUTH to NORTH. See drawing number 10.
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- 7. For the first test on any test line the 45 transducer is placed on the appropriate test mark being aimed towards the surface indication; the sonic wave producer is then located the same distance away from the surface indicator and within a 4 inch diameter circle from the center of the 45 transducer. Our test procedure' calls for placement 'r within 1 inch; the variation was necessary at Waterford No. 3 because we used more powerful sonic wave procedures (heavier springs) which caused long tenn ring down time and by increasing the distance between transducer and hammer the ring down did not interfer with the data processing.
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O MUENOW AND ASSOCIATES, INC. Q. CHARLOTTE, NORTH CAROLINA O' i LOUISANA POWER AND LIGHT - WATERFORD NO. 3 t l l Test lines perpendicular to surface indication and spaced 18 inches c/c. i 1
- Test locations are 12 feet on j -
a both sides of surface indication.
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- 8. The test is performed by " firing" the sonic wave producer and O interpretins the date which appears on the stora9e cRT of the pulse echo equipment. Data from any individual test point is processed and recorded manually. At some point in time, usually after several test lines have been evaluated on the same surface indication, the information is subjected to , data processing to identify trends and patterns and random reflectors.
- 9. Depending on the depth and orientation of an internal discontinuity, more testing may be conducted from the opposite side of the surface indication on any given test line. In the case of Waterford No. 3, tests on any given test line in a NORTH to SOUTH direction resulted in sufficient data of extremely high confidence, based on reproduct-bility; so that only 50 percent of the SOUTH to NORTH test locations had to be evaluated for confimation of test indications. However, as a result of repeated reproducibility testing, at least 75 percent of the SOUTH to NORTH test locations were evaluated.
- 10. As the testing progressed and the volume of data increasing revealed i
multiple internal reflectors from many individual test points, the frequency of data processing increased to twice daily for identification of trends, patterns and random reflectors.
- 11. Testing continued on a systematic basis from one test point to another and from test line to test line. This procedure was interrupted whenever data processing requires confirmation of O random internai renectors.
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- 12. Test data from the 45* transducer test program is' presented in
] the form'of four items, as follows:
s a) Crack Depth and Orientation Data Sheet - This table of data gives the actual microsecond reading from any individua1' test point to reficctors within the base mat.
~b)< Crack Depth and Orientation Calculations - This is a computer print out of the actual microsecond reading at individual test points, horizontal and vertical co-t ordinates to that reflector and the degrees of angle that a-line eennecting that point and the surface indication will make with a perpendicular plane '
originating at the surface,indic& tion. - V . c) Crack Depth and Orientation Graph'ing - This is a computer t print out of each individual horizontal ~ and, vertical co-ordinate with an engineering judgeinent of crack depth l t .and orientation drawn in on each graphic representation. l. n, i The horizontal line at,depthc10 feet locates the top of - bottom reinforcement steel. g s l
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- s. d) Identification of Random Internal Reflectors - This is a 1 ,
l' t&!mlation of crack and reflector identification with an ! 'l < l as to origin of reflecting surface. !' i engineering judgement,\ l i
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SPECIFIC METHOD OF BASE MAT INSPECTION WITH 60 TRANSDUCER O The basic concept of determining depth and orientation of internal reflectors by time measurements and geometric triangulation with a 60 transducer is illustrated by referring to the following drawings; Drawing No. 2 - Test Technique for Detennining Internal Reflector Depth and Orientation With 60' Transducer Drawing No.11 - Test Locations for 60 Transducer Drawing No.12 - Test Line Identification for Crack Depth and Orientation Data Sheet With 60 Transducer b" A step by step description of this method is as follows:
- 1. A grid system of test locations is established and assumed to be perpendicular to the internal discontinuities which are to be identified. Location of these test points is contingent on " space available" in an area continuously open allowing'for a grid system l which will be both perpendicular to and parallel with the intended internal discontinuities to be identified.
l l
- 2. In the case of Waterford No. 3, the test grid points were established on the base mat inside the fuel handling building at a horizontal distance of 105 to 140 feet, on 5 foot centers, away from the East /
l 28
MUENOW AND ASSOCIATES, INC. CHARLOTTE, NORTH CAROLINA LOUISIANA POWER ANG LIGHT WATERFORD NO. 3 l
'_...-- l Q '
,.-'- ,,_ \
;ml SOUTH l
l RCB EAST - WEST CENTERLINE _ _
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N s TEST DIRECTION TEST LINE IDENTIFICATION FOR CRACK DEPTH AND ORIENTATION DATA SHEET WITH 60 TRANSDUCER l I 105 4++ + + + 4 4 + + + 4- - - 110 4.-44 4- +- 4- +- +- + -t- 4- 4 f-115 4. + +- + .t. 4 + .t. e +. .t- 4- + 4 t-l 120 4. 4. t- -l- l- 4- 4- + + t- t- 4 + -t-125 4 4.& 4 4 4 4 4 + + 4 + +4 t. 130 + .t -t 4 & 4- 4- 4- + + 1- 4- + + 4- , 135 4- + +. 4 4 4 + 4 + 4 + -4. + 4 4-O 140'4.. - 4 4- 4- 4 4- -- + + 4 4-De 30e40e50e 60e 70e 75e 77 75 i0 65 60 50 40 0 DRAWING NO. 11 29 L
O O O E M Q NTERLINE I l ( X / i I T M F POINTS - REIATES HCB TO FEET FROM EN CENTERLINE i (140 Fr. - 105 FT.) ! O @ @ @@ l l l l <
'A LE ORIENTATIN 8 ,
/ OP TEST PATH BASE MAT 4 AT EN CENTERLINE
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30 TEST PATH 6 Scale Icm=10ft. i 1 i Mi m M AND ASSOCIATES, INC. CHARIUrrE, NORTH CAROMNA IOUISIANA IOGR AND LIGHT WATERFORD NO. 3 NONDESTRUCTIVE EVALUATION OF BASE MAT CONCRETE CRACK DEPTH AND ORIENTATIN DATA SHEEP JULY-AUGtHP 1984 l DRAWING NO. 12 l j i I 4
West center line of the RCB and extending the entire diameter of Q the RCB on a variable spacing.
- 3. Note - 60* transducers are used in this test application rather than
- 45' transducers, because of decreased attenuation characteristics due to shortened paths of sound energy propagation.
- 4. With the 60 transducer, in addition to measuring the transit time from an internal reflector, measurements of the reflected energy are also made in terms of frequency content and ampititude. This
~
additional data is required because reflections from these angular distarces (122 to 162 feet) are an average from a relatively large reflecting area as opposed to reflective energy from a 45* transducer,
- only 15 feet away, which is considered a point reflector.
- 5. As with the 45* tiransducer, the 60* transducer is placed on any individual test point and aimed at the imaginary perpendicular reflector; the sonic wave producer is placed in the same vicinity as I with the 45* transducer test. However, at this point the test I
program includes at least 5 more " firing" of the sonic wave . > t l producer while the 60 transducer is rotated approximately 15 , on l l both sides of 0*, to determine a minimum frequency shift content and attenuation.
- 6. Duet' o the relatively long sound propagation distances involved at Waterford No. 3 with the 60 transducer, a system of electronic
!O 31
transit time gating is used to clarify data as present on the O storage CRT. This gate system is set up by making an initial pulse echo test at the maximum distance expected yay from the imaginary reflector. The data is then subjected to an electronic reader which assigns transit times to the multiple reflectors encountered. Gating of transit times is then employed to 5% of each reflector with individual reflectors being present on the storage CRT with an expanded time scale.
- 7. Frequency content and attenuation measurements are used to correlate continuous and/or noncontinuous reflecting surfaces.
- 8. Test data is presented in the fonn of three items, as follows:
O a) Crack Depth and Orientation Sheet - This tabulation identifies the reflector as cracks numbered 1 to 7, gives the microsecond time from reflector and the horizontal l distance to the reflector measured horizontally from the 105 foot test line. l b) Crack Depth and Orientation Graphic Sheet - These illustrations give the location of each reflector; solid line denotes positive identification, dashed line denotes an interpretation that the reflector is noncontinuous. O 32
c) Plan View of Crack Locations - This drawing illustrates O the location of each reflector. TEST DATA - Concrete Quality As stated in the Test Technique section of this report, pulse echo nondestructive testing will generate data relative to concrete uniformity and insitu compressive strength, in addition to detecting and locating internal discontinuities.
; Data from the 100 test area, see drawings numbered 5 and 13, relates microsecond readings for transit time through the 12 foot thick base mat.
It must be noted that we assumed a constant mat thickness, and in reality the base mat thickness can vary as much as 3 inches. In addition, if the mud mat (which was placed using 5000 PSI concrete trail batches) is bonded O to the structural base mat, then actual mat thickness could be between 12 and 13 feet. This variable thickness accounts for the minor increase for the coefficient of variation above normal. However, the transit times indicate the following: a) Average transit time is 71.2 microseconds per foot- - b) High transit time is 80 microseconds per foot l c) Low transit time is 68 microseconds per foot
- d) One Standard Deviration is 3.14 microseconds l
l e) Coefficient of Variation is 4.0'.'* l l *H.N. Tomsentt - Magazine of Cc.. .ete Research, Volume 32, No.110, Published i by the Cement and Concrete Association of England states: "A coefficient of variation of 2.5 can be expected in measured pulse velocities (microsecond transit times per foot) for routine concrete placements". l 33
Relating transit times to compressive strength values (PSI) is accomplished (] by destructive testing. Cores are taken and/or cylinders are made (using identical materials), transmit times are measured immediately prior to core and/or cylinder testing to failure in compression and a velocity versus strength correlation is established. This procedure was not conducted during the current base mat evaluation program; however, a correlation program was conducted at Waterford No. 3, during previous test programs involving the dome ring beam concrete and on the base mat concrete early in the construction cycle. Velocities measured during prior correlation program were in the range of 13,000 to 14,700 feet per second; which are identical to velocities measured in the base mat concrete at this time. These velocities correlate to strengths in the 5000 to 7000 plus PSI range. According to ACI Recommended Practices and Industry Standards, the uniformity G V of this concrete would be classed as normal; while the insitu compressive strengths exceed the design criteria. Reference ACI Monograph No. 2. Crack width measurements are conducted in a comparison type test and reveal r j only an estimate, as compared to an actual measured value. Experience with this test technique at Marble Hill, Callaway and other concrete structures; indicates 2 l an accuracy of approximately 20% in the 5 to 15 mil range as verified by concrete
. w.
l removal and cores. With 0 transducers, crack widths are estimated as a ratio " , of reflective energy between the internal reflector and the back wall reflector. L With the 45' transducer crack widths are estimated as a ratio of reflective energy between the internal reflector and a false back wall reflector of given ! amplitude. Crack width measurements were made on the following surface O 34
indications, J-L-M-P-T Diagonal West-Ke-Le- and Fe, at depths of 1-2-4-7-9 O and 11 feet. Test data indicates that the maximum estimated crack width did not exceed 7 mils. Measurement 'of surface exposure of crack L showed it to be in the range of 3 to 5 mils. EXPLANATION OF RAND 0M INTERNAL REFLECTORS GENERAL STATEMENT: This sisnmary, of internal reflectors, will explain the cause of those reflectors, which according to timing characteristics and related orientation, are not associated with specific patterns. Statements concerning these random internal reflectors are based upon a complete review of "as built" drawings for reinforcement steel and embedment, conversations with various superintendents, foremen and current on site personnel familiar with actual construction procedures. Our review also included a detailed study of all pertinent construction photos. O 35
l IDENTIFICATION AND DESCRIPTION OF RANDOM REFLECTOR ORIGIN DESCRIPTION j REFERENCE NO. i
- 1. Reflector associated with localized lack of bond and/or minor volume of unconsolidated materials around reinforce- t ment steel bars. (This designation includes the primary i:
reinforcement steel, reinforcement support structures, !. 1: primary embedments, construction oriented embedments and utility embedments. ;
'2. Reflectors from minor volumes of unconsolidated materials other than associated with designation 1 type reflectors.
- 3. Reflectors from volunes of material containing microcracks; which are defined as short, random and noninterconnecting Q discontinuities normally caused from, but not restricted to; heat of hydration, concentrations of cement matrix and limited nonuniformity of materials.
- 4. Positive identification difficult due to congestion of lower layer of reinforcement steel .and/or embedments at
- bottom of base mat. These reflectors represent areas of localized lack of band, thermal stress cracks and/or cracks propagating from the bottom of the slab in an upward direction.
O 36
I l
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o 8 4-1-76 8 4-15-76 5 4-76 8 4-13-76 8 4-23-76 - - - 1- 76 - 1- -76 O 2-3-76
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l - 4-21-76 5-25-76 5-11-76 4-28-76 l-KEY: . BLOCX NUMBER l BLCCX PLACENENT q g [ 3 30-76 CATE AMENOMENT NO.19. (6/81) l I Ul5 ANA COMPOSITE FOUNDATION M AT Figure p ; Rl G O. Waterford Stecm MUENOW AND ASSOCI ATES., INC. , DRAWING N0.15 2.5 118 Electric Stetien 3,
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GAATERfALS AND NONOESTRUCTNE TESTING 3940 HUNTCUFF DR. CHARLOTTL NORTH AROLINA 28211 t t 1704) 377 4041.(704) 542 2223 V DESCRIPTION OF 45* TRANSDUCER
-INTERNAL REFLECTOR DATA CRAgID A DATE:
8-g-84 -NT S 45 TR DUCER TE # 7 8 MS TO VERT 106 LINE 1 0.85 ( 0.15 10.12 )
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q U Crack ID A. = Crack Identification A (See Drawing No. 7 ) @ Date: 8-30-84 = Date of final computation. N to S = Test direction was from North to South. @ 45' Transdicer = Test was conducted with 45* transducer. @ Test # = Test number along test line start from RCB 1 = Test Number 1 @ . .. MS to VERT = Microseconds to Vertical - Guide to Orientation. @ 106 = Number of microseconds to vertical for that test no. @ Line 1 = First line of test on any crack start at RCB. @ l 90 = . Actual microsecond reading for that test location. O 0.85 = Vertical and horizontal coordinates fo.r plotting data. O l 0.15 = 0 l 10.12 = Angic at that depth of straight 'ine from surface indication to that internal point. O t 38
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MUENT.W AND ASSOCIATES, INC. CHARLOTTE, NORTH CAROLINA LOUISIANA POWER AND LIGHT WATERFORD NO. 3 NONDESTRUCTIVE TEST EVALUATION OF BASE MAT CONCRETE CRACK DEPTH AND ORIENTATION CALCULATIONS CRACK I.D. A DATE : 8-30-84 N to S 45 deg TRANSDUCER
~
'H5r # 1 2 3 4 5 6 7 8 9 10 11 12 Mi to VERP 106 212 318 425 :00 636 742 848 955 1060 1166 1272 90 0 320 0 0 610 0 840 0 0 0 0 LDE 1 0.85 0.00 3.02 0.00 0.00 5.75 0.00 7.92 0.00 0.00 0.00 0.00 0.15 0.00 0.02 0.00 0.00 0.25 0.00 0.08 0.00 0.00 0.00 0.00 10.12 0.00 0.32 0.00 0.00 2.48 0.00 0.58 0.00 0.00 0.00 0.00 90 195 0 0 0 0 0 0 0 1060 1170 0 IDE 2 0.85 1.84 0.00 0.00 0.00 0.00 0.00 0.00 0.00 9.99 11.03 0.00 0.15 0.16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.03 0.00 10.12 5.02 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.04 0.16 0.00
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E O O 440 0 640 840 800 0 0 0 0
- IDE 3 0.80 0.00 0.00 4.15 0.00 6.03 7.92 7.54 0.00 0.00 0.00 0.00 0.20 0.00 0.00 0.15 0.00 0.Q3 0.92 0.46 0.00 0.00 0.00 0.00
' y' D.92 0.00 0.00 2.05 0.00 0.32 6.62 3.47 0.00 0.00 0.00 0.00 80 180 0 180 540 0 0 0 0 1300 1160 0 IDE 4 0.75 1.70 0.00 1.70 5.09 0.00 0.00 0.00 0.00 10.37 10.94 0.00 0.25 0.30 0.00 2.30 0.09 0.00 0.00 0.00 0.00 0.77 0.06 0.00 38.Q5 10.12 0.00 53.61 1.03 0.00 0.00 0.00 0.00 2.05 0.33 0.00
. 60 3A0 310 410 0 610 700 640 0 0 0 0
, IDE 5 0.57 1.32 2.92 3.87 0.00 5.75 6.60 '6.03 0.00 0.00 0.00 0.00 0.43 0.68 0.08 0.13 0.00 0.2S 0.40 1.97 0.00 0.00 0.00 0.00
- f. 4 77. 2 27.26 1.51 1.99 0.00 2.48 3.47 4 18.05 - 0.00 0.00 0.00 0.00' %
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60 DO O 440 0 0 410 0 0 350 0 0 ,* IDE 6 0.57 1.23 0.00 4'.15 0.00 0.00 3.87 - 0.00 20.00 10.09 0.00 'O.00 "
. 0.43 0.77 0.00 0.15 0.00 0.00 3.D 0.00 0.00 0.09 0.00 0.00 4 37.52 32.28 0.00 2.Qi 0.00 0.00 39.04 0.00 0.00 0.50 0.00 0.00 85 ~ 165 0 400 0 290 0 0 910 0 0 0
..I IDE 7 0.80 0.20 1.56 0.44 0.00 0.00 17T 0.23 0.00 0.00 5.56 0.44 0.00 0.00 0.00 0.00 8.58 0.42 0.00 0.00 0.00 0.00 0.00 0.00 D.92 15.94 0.00 3.47 0.00 4.50 0.00 0.00 2.81 0.00 0.W 0.00 O
40
MUENOW AND ASSOCIATES, INC. CHARI4TTE, NORTH CAROLINA LOUISIANA POWER AND LIGHT WATERFORD NO. 3 NONDESTRUCTIVE TEST EVALUATION OF BASE MAT CONCRETE CRACK DEPTH AND ORIENTATION GRAPHING CRACK I.D. A DATE : 8-30-84 N to S 45 deg TRANSDUCER IDE)D. 1 2 3 4 CRACK v INDICATIONv ON SURFACE vOF BASE-MAT SLAB v 1.0 - -
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i 991cenow andedadated, One. MATERIALS AND NONDESTRUCTIVE TESTING 3940 HUNTCUFF DR. 7 1 -(704) 542 222 IDENTIFICATION AND DESCRIPTION OF , RAND 0M REFLECTORS
, LINE NO.
CRACK I.D. TEST NO. EXPLANATION
- A 1/3 2
. A 1/6 3 A 1/8 3 A 2/10 4 A 2/11 4 A 3/4 3 A 3/6 3 A 3/7 3 A 3/8 3 A 4/4 2 A 4/5 2 A 4/10 4 A 4/11 4 A 5/1 1 A 5/2 1 k A 5/6 3 A 5/7 3 A 5/8 3 A 6/1 1 A 6/2 1 A 6/4 3 A 6/7 1 A 6/10 4 A 7/4 3 A 7/6 3 A 7/9 1 I
O See Identification and Description of Random Reflectors Orgin Data Page No.J6 42 _ _ _ _ .
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. e MUENOW AND ASSOCIATES, INC. CHARLOTTI','NORiH'C'ROLINA A LOUISIANA POWER AND LIGHT WATERFORD NO. 3 NONDESTRUCTIVE TEST EVALUATION OF BASE MAT CONCRETE O CRACK DEPTH AND ORIENTATION CALCULATIONS CRACK I.D. B DATE : 8-30-84 N to S 45 dag TRANSDUCER ll
' ESP # 1 2 3 4 5 6 7 8 9 10 11 12 M5 to NERP 106 212 318 425 530 636 742 818 955 1060 1166 1272 84 179 290 0 0 440 0 810 0 1040 0 0 IDE 1 0.79 1.s 2.73 0.00 0.00 4.15 0.00 7.64 0.00 9.81 0.00 0.00 0.21 0.31 0.27 0.00 0.00 1.85 0.00 0.36 0.00 0.19 0.00 0.00 M.72 10.49 5.55 0.00 0.00 24. 5 0.00 2.72 0.00 1.M 0.00 0.00
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84 181 295 0 90 0 0 740 0 980 1000 0 IDE 2 0.79 1.71 2.78 0.00 6.51 0.00 0.00 6.98 0.00 9.24 9.43 0.00 0.21 0.29 0.22 0.00 1.51 0.00 0.00 1.02 0.00 0.76 1.57 0.00 M.72 9.76 4.50 0.00 13.03 0.00 0.00 8.34 0.00 4.71 9.47 0.00 77 177 297 0 0 410 0 0 905 0 0 1190
~ IDE 3 0.73 1.67 2.80 0.00 0.00 3.87 0.00 0.00 8.53 0.00 0.00 11.22 crt.
Mi 0.27 0.33 0.20 0.00 0.00 2.13 0.00 0.00 0.47 0.00 0.00 0.78
- 2) S 11.23 4.3 0.00 0.00 3 .91 0.00 0.00 3.14 0.00 0.00 3.98 84 1m0 0 0 110 0 67 0 0 910 1060 0 0 IDE 4 0.79 1.70 0.00 0.00 1.04 0.00 6.32 0.00 8.58 9.99 0.00 0.00
.% 0.21 0.30 0.00 0.00 3.96 0.00 0.68 0.00 0.42 0.01 0.00 0.00 M.72 10.12 0.00 0.00 75.33 0.00 6.17 0.00 2.81 0.04 0.00 0.00 81 192 295 140 0 0 180 810 0 900 0 ~1010 . _- IDE 5 0.76 1.81 2.78 1.32 0.00 0.00 1.70 7.64 0.00 8.49 0.00 9.52 0.24 0.19 0.22 2.68 0.00 0.00 5.30 0.36 0.00 1.51 0.00 2.48 17.20 5.99 4.50 ." "
ggf.1 - 63.78 0.00 0.00 72.25 " -2.72 0.00 10.12 0.00 M.58-76 161 2 67 210 0 0 0 800 0 0 1000 0 m i IDE 6 0.72 1.52 2.52 1.M ' O.00 0.00 0.00 7.54' 0'~0 .0 0.00 9.43
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O 44
MUENEW AND ASSOCIATES, INC. CHARLOTTE, NORTH CAROLINA LOUISIANA POWER AND LIGHT WATERFORD NO. 3 o NONDESTRUCTIVE TEST EVALUATION OF BASE MAT CONCRETE CRACK DEPTH AND ORIENTATION GRAPHING CRACK I.D. P DATE : 8-30-84 N to S 45 dog TRANSDUCER I2}E }O. 1 2 3 4 CRACK v INDICATION vON SURFACE OF BASE-MAT SLAB v v 1.0 -- ] f [ 2.0 -- 3.0 -- l
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- _ 9Maeca adofadociates Aw, nsATERIALS AND NONDESTRUCTIVE TESTING 3940 HUNTCUFF 04.
.. CNARLOTTE NORTH CAROLINA 28211 (7041 377 @ 1 -(70 4 542 2223 IDENTIFICATION AND DESCRIPTION OF RAND 0M REFLECTORS
, LINE NO.
CRACK I.D. TEST NO. _ EXPLANATION
- B 1/6 3 B 1/8 4 B 1/10 4 B 2/6 3 8 2/8 3 B 2/10 4 B 2/11 4 B 3/6 2 '
B 3/9 4 B 3/11 4 B 4/5 1 - ! B 4/7 1 1 B 4/9 2 B 4/10 4 8 5/4 3 O B B s/8 5/10 3 4 8 5/11 4 8 6/4 3 8 6/8 2' B 6/11 - 4 i B 7/1 1 B 7/3 - 2 8 7/5 3 B 7/8 3 8 7/10 4 B 7/11 1 4 B 7/12 4 l O i. 36 See Identification and Description of Random Reficctors Orgin Data Page No. 46 ,
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MUENOW AND ASSOCIATES, INC. CHARLOTTE, NORTH CAROLINA IDUISIANA POWER AND LIGHT WATERFORD NO. 3 ( _ NONDESTRUCTIVE TEST EVALUATION OF BASE MAT CONCRETE
\ _
CRACK DEPTH AND ORIENTATION CALCULATIONS
~ CRACK I.D. C DATE : 8-30-84 N to S 45 deg TRANSDUCER 1E!Ir # 1 2 3 4 5 6 7 8 9 10 11 12 Mi to VERP 106 212 318 425 530 06 742 848 955 1060 1166 1272 71 DO 280 0 410 0 610 0 0 1020 1125 0 IDE 1 0.67 1.60 2.64 0.00 3.87 0.00 5.75 0.00 0.00 9.62 10.51 0.00 0.33 0.40 0.36 0.00 1.D 0.00 1.25 0.00 0.00 0.38 0.39 0.00 26.28 D.92 7.77 0.00 16.36 0.00 12.25 0.00 0.00 2.28 2.32 0.00 86 184 0 310 0 0 0 740 0 3ID5 1117 1185 IDE 2 0.81 1.73 0.00 2.92 0.00 0.00 0.00 6.98 0.00 9.76 10.53 11.17 0.19 0.27 0.00 1.0B 0.00 0.00 0.00 1.G2 0.00 0.24 0.47 0.83 D.D 8.S 0.00 20.23 0.00 0.00 0.00 8.34 0.00 1.42 2.55 4.24 c 83 0 0 290 0 0 0 710 0 1028 1100 1155 IDE 3 0.78 0.00 0.00 2.73 0.00 0.00 0.00 6.S 0.00 9.s 10.40 10.89 0.22 0.00 0.00 1.27 0.00 0.00 0.00 1.31 0.00 0.31 0.60 1.n -
M. ' 15.53 0.00 0.00 24.84 0.00 0.00 0.00 H.04 0.00 1.82 3.31 5.82
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- 80 190 285 0 310 0 0 600 0 1035 1110 H77
=
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- 38. 5 6.64 6.64 0.00 35.40 0.00 0.00 D.92 0.00 1.42 2.93 4.65-
%.~> 74 148 -246 330 390 0 0 0 0 1043 1118 1193 a > IDE 5 0.70 1.40
- 2.32 3.H 3.68 0.00 0.00 0.00 0.00 9.83 10.54 11.25" 0.30 0.60 0.6B 0.89 1.32 0.00 0.00 0.00 0.00 0.17 0.46 0.75
+b ic , 23.43 - 23.43 16.36 15.94 19.79 0.00 0.00 0.00 0.00 0.97 2.50' '3.837 " ' " '
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. . , . . 0.23 0.43 1.95 0.00 0.00 1.0B 0.00 0.39 0.69 l 4 *p 16.36 15.53 0.00 45.58 0.00 25.64 0.00 0.00 7.77 0.00 2.12 3.47 w -
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_ 83 389 0 390 0 510 0 0 0 840 0 0 IDE 8 0.78 1.78 0.00 3.68 0.00 4.81 0.00 0.00 0.00 7.92 0.00 0.00 0.22 0.22 0.00 0.32 0.00 1.19 0.00 0.00 0.00 2.0B 0.00 0.00 l 15.53 6.98 0.00 5.02 0.00 D.92 0.00 0.00 0.00 14.72 0.00 0.00 0 49
CRACK DEPTH AND ORIENTATION CALCULATIONS CRACK I.D. C DATE : 8-30-84 N to S 45 deg TRANSDUCER b)
'IEST # 1 2 3 4 5 6 7 8 9 10 11 12 Mi to VERP 106 212 318 425 530 636 742 848 955 1060 1166 1272 83 188 0 0 0 410 0 0 800 0 0 0 IDE 9 0.78 1.77 0.00 0.00 0.00 3.87 0.00 0.00 7.54 0.00 0.00 0.00 0.22 0.23 0.00 0.00 0.00 2.13 0.00 0.00 1.46 0.00 0.00 0.00 15.53 7.31 0.00 0.00 0.00 28.91 0.00 0.00 10.94 0.00 0.00 0.00 83 175 0 340 410 0 0 0 0 910 0 0 IRE 10 0.78 1.65 0.00 3.21 3.87 0.00 0.00 0.00 0.00 8.58 0.00 0.00 0.22 0.35 0.00 0.79 1.13 0.00 0.00 0.00 0.00 1.42 0.00 0.00 15.53 11.98 0.00 13.92 15.36 0.00 0.00 0.00 0.00 9.40 0.00 0.00 83 0 0 210 0 540 0 730 0 0 900 0 IDE 11 0.78 0.00 0.00 1.98 0.00 5.09 0.00 6.88 0.00 0.00 8.49 0.00
' 0.22 0.00 0.00 2.02 0.00 0.91 0.00 1.12 0.00 0.00 2.51 0.00 15.53 0.00 0.00 45.58 0.00 10.12 0.00 9.22 0.00 0.00 16.51 0.00 El 0 210 0 0 440 0 700 0 0 870 0 IDE 12 0.78 0.00 1.98 0.00 0.00 4.15 0.00 6.60 0.00 0.00 8.20 0.00 0.22 0.00 1.02 0.00 0.00 1.85 0.00 1.40 0.00 0.00 2.80 0.00 1 15.S3 0.00 27.26 0.00 0.00 24. 5 0.00 11.98 0.00 0.CD 18.83 0.00 0
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MUENEW AND ASSOCIATES, INC. CHARLOTTE, NORTH CAROLINA LOUISIANA POWER AND LIGHT WATERFORD NO. 3 NONDESTRUCTIVE TEST EVALUATION OF BASE MAT CONCRETE CRACK DEPTH AND ORIENTATION GRAPHING CRACK I.D. C DATE : 8-30-84 N to S 45 dag TRANSDUCER IDE }O. 9 10 11 12 CRACK INDICATION ON SURFACE OF BASE-MAT SLAB v v v v 1.0 - - I I ) l 2.0 - I I 3.0 - - 4.0 - - 5.0 I i 6.0 - -
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l ! 3.0 - l 4.0k 5.0 6.0k 7.0h 1 8.0 9.0 0 2a al 11.0 12.0k I 52
9Narawe amfo6deccfm0re, Omt, IAATERIALS ANO NON0(STRUCTivt TE$nNG CHARLC NOR CL. (A 22211 (704) 3774041 INA 542 2223 IDENTIFICATION AND DESCRIPTION OF RANDOM REFLECTORS LINE NO. f CRACK I.D. TEST NO. EXPLANATION
- C 1/5 3 C 1/6 3 C 1/7 3 C 1/10 4 C 1/11 2 C 2/4 2 C 2/8 3 C 2/10 4 C E/11 4 C 2/12 4 C 3/4 2 C 3/7 1 C 3/8 3 C 3/10 4 C 3/11 4 O c C
3/12 4/5 4 1 C 4/7 1 C 4/10 4 C 4/11 4 C 4/12 4 C 5/5 2 C 5/10 4 C 5/11 4 C 5/12 4 C 6/4 3 6/6 C 3 C 6/9 4 C 6/11 4 C 6/12 4 C 7/6 3 C 7/9 3 C 7/11 3 C 8/5 3 C 8/10 1 C 9/6 1 C 9/9 4 C 9/10 4 C 11/3 1 C 11/4 1 O c C 11/6 11/8 2 1 36 See Identification and Description of Random Reficctors Orgin Data Page No. 53 _ _ - _ . . - _ - , . ~
9 # sesvar M a d u canstad, flur. IsAftltlALS AND NONDESTRUCTIVE TESTING 3940 HUNTCUFF Oft. CNASLOTTL NORTH CAlI0UNA 28211 O, (Feel 3FF4041. U04) 542 2223 IDENTIFICATION AND DESCRIPTION OF RANDOM REFLECTORS f LINE NO. CRACK I.D. TEST NO. EXPLANATION
- C 11/9 3 C 11/11 4 C 12/8 3 O
i O See Identification and Description of Random Reflectors Orgin Data PageNo.3G__ 54
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MUENOW AND ASSOCIATES, INC. CHARLOTTE, NORTH CAROLINA LOUISIANA POWER AND LIGHT WATERFORD NO. 3 m NONDESTRUCTIVE TEST EVALUATION OF BASE MAT CONCRETE CRACK DEPTH AND ORIENTATION CALCULATIONS CRACK I.D. D DATE : 8-30-84 N to S 45 deg TRANSDUCER
~~
'IESP # 1 2 3 4 5 6 7 8 9 10 11 12 26 to VERP - 106 212 318 425 530 636 742 848 955 1060 1166 1272 6B 178 269 360 479 0 0 0 900 1005 1125 1238 IIPE 1 0.64 1.68 2.54 3.39 4.52 0.00 0.00 0.00 8.49 9.48 10.61 11.67 0.36 0.32 0.46 0.61 0.48 0.00 0.00 0.00 0.51 0.52 0.39 0.33 29.24 10.85 10.36 10.12 6.12 0.00 0.00 0.00 3.47 3.37 2.12 1.61 60 140 260 370 480 , 0 490 0 0 1013 1095 1163 I2tE 2 0.57 1.32 2.45 3.49 4.53 0.00 4.62 0.00 0.00 9.55 10.32 10.96
- - 0.43 0.63 0.55 0.51 0.47 0.00 2.38 0.00 0.00 0.45 0.68 1.04
-(' 37.52 27.2C 12.62 8.34 5.99 0.00 27.26 0.00 0.00 2.9 3.75 5.39 81 179 2 74 399 0 510 0 470 0 1035 1110 1178 12}E 3 0.76 1.s 2.5B 3.76 0.00 4.81 0.00 4.43 0.00 9.76 10.47 11.11--
. ~ 0.24 0.31 0.42 0.24 0.00 1.19 0.00 3.57 0.00 0.24 0.53 'O.89 ' 17.20 10.49 9.16 3.62 0.00 13.92 0.00 38.85 0.00 1.42 2.93 4.60 70 178 0 0 0 0 310 770 850 990 1080 1180 I2PE 4 0.66 1.6B 0.00 0.00 0.00 0.00 2.92 7.26 8.01 9.33 10.18 11.13
~T 0.34 0.32 0.00 0.00 0.00 0.00 4.08 0.74 0.99 0.67 0.82 0.87 27.26 10.85 0.00 0.00 0.00 0.00 54.37 5.82 7.02 4.08 4.59 4.50
.:R 73 163 260 380 495 0 640 0 0 1000 3D65 ~ 1130
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~
LINE NO. CRACK I.D. TEST NO. EXPLANATION
- D 2/2 1
. D 2/7 3 D 3/6 2 D 3/8 3 D 3/10 4 D 3/11 4 D 3/12 4 D
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MUENOW AND ASSOCIATES, INC. CHARLOTTE, NORTH CAROLINA LOUISIANA POWER AND LIGHT WATERFORD NO. 3 NONDESTRUCTIVE TEST EVALUATION OF BASE MAT CONCRETE CRACK DEPTH AND ORIENTATION CALCULATIONS CRACK I.D. E DATE : 8-30-84 N to S 45 deg TRANSDUCER
'IEST # 1 2 3 4 5 6 7 8 9 10 11 12 M!i to VIRr 106 212 318 425 530 636 742 848 955 1060 1166 1272
- - =_.
S 167 270 0 0 0 0 0 840 930 0 0 IDE 1 0.5 1.57 2.55 0.00 0.00 0.00 0.00 0.00 7.92 8.77 0.00 0.00 0.35 0.43 0.45 0.00 0.00 0.00 0.00 0.00 1.08 L23 0.00 0.00 28.24 15.12 13.12 0.00 0.00 0.00 0.00 0.00 7.77 8.00 0.00 0.00 O l l l l l l l l l l O 1-l 60
MUENOW AND ASSOCIATES, INC. CHARLOTTE, NORTH CAROLINA LOUISIANA POWER AND LIGHT WATERFORD NO. 3 NONDESTRUCTIVE TEST EVALUATION OF BASE MAT CONCRETE CRACK DEPTH AND ORIENTATION GRAPHING CRACK I.D. E DATE : 8-30-84 N to S 45 deg TRANSDUCER LDE }D. 1 CRACK INDICATION ON SURFACE OF BASE-MAT SLAB v v v v 1.0h 2.0 - - 3.0 - 4.0 - - I 5.0 -- . I 6.0 - - l
. 7.0 - - .
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- North -- Horizontal Scale is 1.5 Times the Vertical Scale IDE !O. '
- 4. - '- "
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,, . CRACK INDICATION ON SURFACE OF BASE-MAT SLAB j v v v v . ~ . . - -
l 2.0 3.0 4.0 ' 5.0 6.0 7.0 8.0 9.0 10.0
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61
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MAT [ RIALS AND NoNDESTRUCTNf. T[ STING 3940 Hur4TCUFF CR.
. CHARLOTTL PloRTH CARour4A 23211 C04) 3774041 - (704) 542 2223 IDENTIFICATION AND DESCRIPTION OF RANDOM REFLECTORS
,. LINE NO.
CRACK I.D. TEST NO. EXPLANATION
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l l l l l lO l See Identification and Description of Random Reflectors Orgin Data Page No. 3 6 i 62
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._ . :NONI)ESTitUCTIVE EVALUATION OF BASE MAT CDNCIETE CRACK DB'rll AND ORIENTATION DATA SIIEET JULY-AUGUST 1984 CRACK IDD.TIFICA' ION F OPERA'IDR R. A. MLEDW P.E. INSTRU.IENT ?O.B542588 S to B TFSr 20. 1 2 3 4 5 6 7 8 9 10 11 12 MSIC TO l. 106 212 318 425 530 636 742 848 955 1060 1166 1272 LINE ?D.1 68* 170 180* 360 460 540 660 0 950 1040 1130 1250 0 230 215 510 610 0 0 0 NO 1090 1200 1310 LINE !D.2 70* 170 265 t' 380 470 620 i NA NA NA NA NA NA 0 0 0 505 610 610 0 0 0 0 NA NA
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MUENOW AND ASSOCIATES, INC. CHARLOTTE, NORTH CAROLINA LOUISIANA POWER AND LIGHT WATERFORD NO. 3 NONDESTRUCTIVE TEST EVALUATION OF BASE MAT CONCRETE O CRACK DEPTH AND ORIENTATION CALCULATIONS
' CRACK I.D. F DATE : 8-30-84 N to S 45 deg TRANSDUCER
~
TESP # 1 2 3 4 5 6 7 8 9 10 11 12 Mito WRP. 106 232 318 425 530 G6 742 848 955 1060 3166 1272 6B 17 0 180 360 460 540 660 0 950 1040 E30 3250 IDE 1 0.64 1.60 1.70 3.39 4.34 5.09 6.22 0.00 8.96 9.81 10.65 11.79 0.36 0.40 1.30 0.61 0.66 0.91 0.78 0.00 0.04 0.19 0.35 0.21 29.24 D.92 37.52 10.12 8.9 10.12 7.12 0.00 0.28 1.14 1.86 LO4
~~
70 17 0 25 300 470 620 0 0 0 0 0 0 IDE 2 0.66 1.60 2.50 3.5B 4.43 5.85 0.00 0.00 0.00 0.00 0.00 0.00 0.34 0.40 0.50 0.42 0.57 0.15 0.00 0.00 0.00 0.00 0.00 0.00
, 27.26 D.92 11.35 6.64 7.31 1.51 0.00 0.00 0.00 0.00 0.00 0.00 ~Z'1 75 17 0 280 300 490 GO 710 000 940 1040 1100 1160 IDE 3 0.71 L60 2.64 3.58 4.62 5.75 6.s 7.54 8.86 9.81 10.37 10.94 "* "~ . 0.29 0.40 0.36 0.42 0.38 0.25 0.31 0.46 0.14 0.19 0.63 LOS '
22.50 D.92 7.77 6.64 4.71 2.48 2.Q 3.47 0.89 1.14 3.47 5.55 75 190 295 400 0 0 440 0 0 0 0 0 IDE 4 0.71 1.79 2.78 3.77 0.00 0.00 4.15 0.00 0.00 0.00 0.00 0.00 0.29 0.21 0.22 0.23 0.00 0.00 2.85 0.00 0.00 0.00 0.00 '0.00
,, 22.50 6.64 4.50. 3.47 0.00 0.00 34.51 0.00 0.00 0.00 0.00 -0.00 85 190 ~295 390 0 0 0 0 0 0 0 0 IDE 5 0.80 1.79 2.78 3.68 ' O.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.20 0.21 0.22 0.32 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .0.00 7 e .4 D.92 6.64 4.50 5.C2 0.00 0.00' O.00 ~ 0.00 0.00 0.00 0.00 0.00 b- '
70 17 0 ^ 290 400 0 0 470 0 810 0 0 0 IDE 6 0.66 1.60 2.73 3.77 0.00 0.00 4.43 0.00 7.64 0.00 0.00 0.00 'E 0.34 0.40 0.27 0.23 0.00 0.00 2.57 0.00 1.36 0.00 0.00 0.00 '~t 27.26 D.92 5.55' 3.47 0.00 0.00 30.1D 0.00 10.12 0.00 0.00 0.00 l . - - - 64
MUENOW AND ASSOCIATES,*INC. CHARLOTTE, NORTH CAROLINA ICUISIANA POWER AND LIGHT WATERFORD NO. 3 NONDESTRUCTIVE TEST EVALUATION OF BASE MAT CONCRETE CRACK DEPTH AND
- ORIENTATION GRAPHING CRACK I.D.' F DATE : '8-30-84 N to S 45 deg TRANSDUCER IDE }D. 1 2 3 4
- CRACK INDICATION ON SURFACE OF BASE-MAT SLAB Y Y V v 1.0 -- f 2.0 - -
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MATERALS AND NONOCSTRUCTivE TESTWG 3900 HUNTCUff OR. CHARLOTTE. NORTH CAROUNA 28211 Doel 3774041 -(704) 542 2223 IDENTIFICATION AND DESCRIPTION OF RANDOM REFLECTORS j LINE NO. CRACK I.D. TEST NO. EXPLANATION
- F 1/3 2 F 4/7 3 F 6/7 3 F 6/9 1 O
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NUNblLTittXJrIVE EVALUATION OF:llASE MNP OD?K] TETE CRACK DEPTil AND ORIDTTATION DATA SIIEET JLLY--AUGUST 1984 GW.T IDENTIFICXION G OPERATOR R. A. MUDOW P.E. . INSTIllME?TP NO.B542588 , S to B TEST ?O. 1 2 3 4 5 6 7 8 9 10 11 12 MSEC 'IO l. 106 . 212 318 425 530 63G 742 848 955 1060 11GG 1272 LINE ?D.1 59* 150* 260 370 490 NA' NA fiA NA NA NA NA 140 240 310 500 540 0 0 0 NA NA NA NA LINE FO. 2 80 170 270 380 470 0 NA NA NA NA NA NA 110 250- 0 0 0 0 NA NA NA NA. j NA NA 80 140* 200* 260* 370* O NA NA NA LINE 10. 3 NA NA NA 110 250 210 480 610* O O O NA NA NA NA 80 150* 250 350 430 540 0 NA NA NA NA NA I INE !O. 4 0 0 340 510 610* G70 0 NA NA NA NA NA
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I MUENOW AND ASSOCIATES, INC. CHARLOTTE, NORTH CAROLINA LOUISIANA POWER AND LIGHT WATERFORD NO. 3 N NONDESTRUCTIVE TEST EVALUATION OF BASE MAT CONCRETE (G CRACK DEPTH AND ORIENTATION CALCULATIONS CRACK I,D. G DATE : 8-30-84 N to S 45 deg TRANSDUCER
'HST # 1 2 3 4 5 6 7 8 9 10 11 12 Mii to VERP 106 212 338 425 530 E36 742 848 955 1060 1166 1272 59 150 260 370 490 0 0 0 0 0 0 0 IDE 1 0.56 1.41 2.45 3.49 4.62 0.00 0.00 0.00 0.00 0.00 0.00 0.00
' 0.44 0.59 0.55 0.51 0.38 0.00 0.00 0.00 0.00 0.00 0.00 0.00
. 38.58 22.50 12.62 8.34 4.71 0.00 0.00 0.00 0.00 0.00 0.00 0.00 80 17 0 270 300 470 0 0 0 0 0 0 0 IM 2 0.75 1.60 2.!B 3.58 4.43 0.00 0.00 0.00 0.00 0.00 0.00 0.00
_ , , 0.25 0.40 0.45 0.42 0.57 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -
- 38. 5 13.92 10.12 6.rA 7.31 0.00 0.00 0.00 0.00 0.00 0.00 0.00
'; 80 140 200 260 370 0 0 0 0 0 0 0
__ I2tE 3 0.75 1.32 1.89 2.45 3.49 0.00 0.00 0.00 0.00 0.00 0.00 ;0.00 . x g; ,, 0.25 0.68 1.31 1.55 L51 0.00 0.00 - 0.00 0.00 0.00 0.00 0.00- '
~
- 38. 5 27.26 30.58 32.28 23.43 0.00 0.00 0.00 0.00 0.00 0.00 0.00 80 150 250 350 430 540 0 0 0 0 0 0
' ~ ' 12tE 4 0.75 1.41 2.36 3.30 4.5 5.09 0.00 0.00 0.00 0.00 0.00 0.00 O.25 0.93 0.64 0.70 0.95 0.91 0.00 0.00 0.00 0.00 0.00 0.00
;- g, ; 38. 5 22.50 15.26 11.98 13.13 10.32 0.00- 0.00 0.00 0.00 0.00 '0.00
~ ~
p e O V l l l l 68
MUENOW AND ASSOCIATES, INC. CHARLOTTE, NORTH CAROLINA l LOUISIANA POWER AND LIGHT WATERFORD NO. 3 NONDESTRUCTIVE TEST EVALUATION OF BASE MAT CONCRETE O CRACK DEPTH AND ORIENTATION GRAPHING CRACK I.D. G DATE : 8-30-84 N to S 45 deg TRANSDUCER IRE }D. 1 2 3 4 i CRACK INDICATIONV ON SURFACE OF BASE-MAT SLAB V V V LOA 0 I l 2.0 I 3.0 -- 4.0 -- 5.0 - 6.0 + . l I l
- J l l I I
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- North I-- Horizontal Scale l is 1.5 Times the kertical Scale l IDE !O.
k CRACK v INDICATIONv ON SURFACE vOF BASE-MAT SLAB v _. 1.0d 2.0 3.0 4.0 5.0 6.0 7.0 8.0 9.0 10.0k 11.0 12.0 1 1 69
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! ;; '. MUDOW AND ASSOCIATES,'INCm CIIARIDITE, NORTl! CATOLINA (v} ,/, I'
, j'IOUISIANA IOWFit AND k Iff ', WATEllIORD NO. 3 r y. ._ NONDES111tLTIVE EVALUATION OF BASE MAT ODNCRETE i
CRACK DlPlli AND ORIENTATION DATA SHREP JULY-AUGUSP 1984 CRACK IDD.TIFICA' ION H OPERATOR R. A. hilEDW P.E. INSrillMENT 10.B542588 S to B TEST !D. 1 2 3 4 5 6 7 8 9 10 11 12 l'SEC TO l 106 212 318 425 530 636 742 848 955 1000 116G 1272 LINE ?O. 1 80 170 260 350 440 540 610* 790 880 1000 1110 1200 6 77 110 220 240, 500 540 600 0 0 0 0 0 0 80 190 200 300 470 590 740 0 0 0 1110 1200 LIhI ?O. 2 - 110 0 0 540 640 0 _ 0 0 0 0 1240 1350 80 175 290 420 400 640 0 820 940 1030 1150 0 LINE PO. 3 115 190 290 430 540 640 0 0 0 1100 1160 0
* /
75* 180 280 400 480 600 720 800 910 1040 1100 0 LINE 10. 4 120 215 0 0 0 680 770 890 970 1040 1200 0 O LINE 20. 5 75* 185 280 390 490 61 72 84 0 1060 1150 1220 120 220 310 430 0 0 ' O O O 1060 1170 'l 1310
~
80 180 280 390 470 590 690 800 0 1060 1140 1200 LIST !O. 6 . 125 210 320 420 610 0 0 0 0 0 0 0 l LINE PO. i LINE NO. , , , ,
, I ,
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CHARLOTTL RPTH CAROUNA 23211 (704) 377-4041 1704) 542 2223 IDENTIFICATION AND DESCRIPTION OF RAhDOM REFl.ECTORS j LINE NO. CRACX I.D. TEST NO. EXPLANATION
- G 3/2 2 G 3/3 1 G 3/4 3
-G 3/5 1 s
O l l l O S:e Identification and Description of Random Reflectors,0rgin Data Page No. 3 6 71
1 MUENOW AND ASSOCIATES, INC. CHARLOTTE, NORTH CAROLINA LOUISIANA POWER AND LIGHT WATERFORD NO. 3 NONDESTRUCTIVE TEST EVALUATION OF BASE MAT CONCRETE O- CRACK DEPTH AND ORIENTATION CALCULATIONS l CRACK I.D. H DATE : 8-30-84 N to S 45 deg TRANSDUCER l
'IESP # 1 2 3 4 5 6 7 8 9 10 11 32 Mi to NERP 106 212 318 425 530 636 742 848 955 1060 ll6G 1272
= = = =
80 170 260 350 440 540 GO 670 770 1000 1110 1200 IDE 1 0.75 1.60 2.45 3.30 4.15 5.09 5.75 6.32 7.26 9.43 10.47 11.31 0.25 0.40 0.55 0.70 0.85 0.91 1.25 1.68 1.74 0.57 0.53 0.69 38.Gi 13.92 12.62 11.98 11.60 30.12 12.25 14.92 13.48 3.47 2.93 3.47 80 190 290 390 470 50 '740 0 0 0 1110 1200 IDE 2 0.75 1.79 2.73 3.6B 4.43 5.56 6.98 0.00 0.00 0.00 10.47 11.31 0.25 0.21 0.27 0.32 0.57 0.44 0.02 0.00 0.00 0.00 0.53 ' 0.8 - .'~
- 38. 2 6.64 5.55 5.02 7.31 4.50 0.19 0.00 'O.00 0.00 2.93 ~ 3.47
~ ~ ~ ~
80 17 5 290 420 490 640 0 840 -940 1030 1150 0 IDE 3 0.75 1.65 2.73 3.96 4.62 6.03 0.00 7.92 8.86 9.71 10.84 0.00 "2 1,. .,- 0.25 0.35, 0.27 0.04 0.38 0.03 0.00s .0.08 - 0.14 0.29 0.16 :0.00 - 38.05 11.98 ~5.55 0.58 4.71~ 0.32 0.00 ~ 0.5B 0.89 1.71 0.83 0.00 75 180 280 400 480 600 720 800 940 1040 1100 0 IDE 4 0.71 1.70 2.64 3.77 4.53 5.66 6.79 7.54 8.86 9.81 10.37 0.00 0.29 0.30 0.36 0.23 0.47 0.34 0.21 0.46 0.14 0.19 0.63 0.00 22.50 10.12 7.77 3.47 5.99 3.47 1.79 3.47 0.89 1.14 3.47 0.00 - -
. . 75 385 - 280 390 490 E0 v 720 3 840 0 1060 1150 ' 1020 e IDE 5 0.71 - 1.74- 2.64 3.S 4.62 5.75- 6.79 7.92 "0.00 9.99 10.84 '9.62
~ ~
0.29 0.26 0.36 0.32 0.38 0.25 0.21 0.08 0.00 0.01 0.16 .2.38 w .; < 22.50 8.34> 7.77 5.02 4.71 2.48 1.79 ? 0.58 0.00 0.04 0.83 13.92
~ 80 380 -280 390 470 500 'SO 800 0 1060 1140 '1200
- - a - IDE 6 0.75 1.70: 2.64 3.6B 4.43 5.56 6.51 - 7.54 ' .0.00 9.99 10.75 11.31 ~
!.n- 0.25 - 0.30 0.36 0.32 0.57 0.44 0.49 0.46 0.00 0.01 0.25 0.69' '-
' ~
38.Gi 10.32 7.77 5.02 7.31 4.50 4.35 3.47 0.00 0.04 1.34 3.47
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MATERIALS At:0 NONDESTRUCTIVE TESTING 3940 HUN' CUFF OR CHARLOTIF NORiH CAROLINA 28211 g (704) 377 6 1 -(704) 542 2223 IDENTIFICATION AND Cc.SCRIPTION OF RAND 0M REFLECTORS j LINE N0. CRACK I.D. TEST N0. EXPLANATION
- H 2/11 4 H 2/12 4 H 3/6 1 H 5/10 4 H 5/11 4 H 5/12 4 H 6/10 4 H 6/11 4 .
H 6/12 4 0 See Identification and Description of Random Reflectors Orgin Data Page No._3 6 74
p, TEM DlltLUTION f { WUENOW AND ASTCIATES, INg CIIARIfTPIT, NOIITH CAf0 LINA i f~/') C l' .i l IOUISIANA IMElt AND WJfr r CATERIOld) NO. 3 l i * "0 MN1]ESritUCTIVE EVALilATION OF ' EASE MAT CONCRETE
- . ' CRACK DEPfli AND ORIENTATIONJULY-AUGUST DATA SIDI.T 1984 J!
OtACK IDCTTIFICATON OPERA 1DR R. A. M11NN P.E. . LNSIT11 MENT PD.BS42588 S to 14 TEST .*D. I 2 3 4 5 6 7 8 9 10 11 12 MSEC TO l_ 106 212 318 425 530 63G 742 848 955 1060 1106 1272 70* 170 780 400 480 590 720 800 950 1050 1150 1250 LI!.T D. 1 0 0 0 440 0 0 770 890 970 0 0 0 70* 160 260 360 460 570 660 800 840* 10GO 1200 LIhT :D. 2 1180/ 0 230 0 0 600 0 0 850 990 1060 0 1351 75* 170 270 380 480 600 720 800 860 940 1150 1200 LIhI 0. 3 0 0 310 420 490 690 770 850 1055 0 0 31@ LLNE :D. 4 75* 160 240 340 470 550 640* 1700* 840 900 [ 1120 1190 y 110 220 0 0 - 6Gd 0 0 O(Xf 0 180 0 0 LINE 'O. 5 70* 160 240 360 450 570 670 770 870 1040 [ 1110 1200 110 230 340 490 ,0 0 0 840 955 070 0 0 LINE PO. 6 ' 110 0 0 0 0 640 74,0 0 0 050 118O O 80 170 280 370 470 580 660 770 950 1040 1110 1200 LINE PO. 7 110 225 310 0 0 0 740 840 950 1040 0 0 85 180 ' ~280 380 470 580 *GM 790 800 1100 1180 1240 LINE NO. 8 0 0 0, 420 - 540 0 0 840 950 0 0 0
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\ ll MUENOW AND ASSOCIATES, I CIIAllIDITE, N0ffril CAIOLINA
' li .
l IDUIS!ANA POWER AND f 'CATElllOllD NO. 3 -
, ) . IONDETItUCTIVE EVALUATION OF BASE ntAT CONCRLTE CRACK DEPfli AND ORIENTATION DATA SIIEEP JULY--AUGUST 1984 CRACK IDaTIFICATON J OPERATOR R. A. MUENOW P.E. .INSTRLMENT NO.B542588 S to B TEST ?O. 1 2 3 4 5 6 7 8 9 10 11 12 MSEC 70 _l 10G 212 318 425 530 636 742 848 955 1060 116G 1272 LINE !O. 9 75* 170 290 380 470 660 700 770 850 910 1150 1250 100 220 310 420 0 0 0 0 1050 0 0 1300 LINE ?O.10 65*
/
155* / 250 . i; 390 480 600 690 800 900 1000 1070 1150 i 125 0 'O - 0 :540. 640 0 0 1000 1100 0 0 80 180 270 380 470 500 680 780 890 990 1100 1210 110 215 320 420 530 630 730 0 0 1060 0 0 70* 170 240 360 450 570 650 770 84 1050 1170 1240 LINE ?O.12 y 0 230 260 420 560 650 740 850 970 1080 1200 1310 80 180 290 390 -480 590 ~690 790 890 1060 1140 1200 LINE ?O.13 920 115 240 320 ; .450 540, 670 0 0 0 0 0 0 70* 170 270 380 450. 570 680 800 890 990 1125 1240
.LINE ?O.14 1010 ,
110 240 340 470 540 0 0 - 0 1005 1160 0 0 70* 150* 290 390 460 590 '700 800 1000 1040 1180 1240 LINE NO.15 130 240 0 ' 0 0 0 800 900 1110 1190 1210 0
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70* 160 <265 '- 370 '440 570 ;670 770 000 1050 1100 1200 LINE NO.16 !"
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'.MUDOW AND ASSDCIATFS, ING CIIARIDITE, NORrli CAIOLINA I h IDUISTANA TOWElt AND Jfr lCAT13110llD NO. 3 k "8 BONDESlitUCTIVE EVALUATION OF EASI: MAT 00NCilETE
; . CRACK DEFril AND ORIENTATION DATA SilEET JULY-AUGUST 1984 CRACK IDSTIFICXION J. OPERATOR R. A. MENOW '
P.E. INSTRU.IERT IO.B542588 S to B 7EST ?O. 1 2 3 4 5 6 7 8 9 10 11 12 MSEC 'IO 1. 10G 212 318 425 530 63G 742 848 955 1000 11GG 1272 LINr. ID.17 90 170 270 380 460 590 690 780 000 990 11 1210 110 230 330 420 0 0 0 890 1000 1200 1310 1390
/ ' f LINE ?D.18 80 180 290 ' 400 510 600 700 800 940 0 1140 1250 0 0 0 0[ 570 672 7'80 0 0 0 1200 0 LINE ?O.19 7 170 290 390 480 590' 700 800 910 1000 1160 12 0 0 330 475 590 620 760 890 1000 0 0 0 7
/
LINE ?D. 20 75* 170 270 490 600 700 790 890 0 0 0 g 0 / 0 0 460 570 680 780 0 990 0 0 0 LLNE !D. -' a, LINE ID. 6 l e LINE NO. LINB NO. I i
l MUENOW AND ASSOCIATES, INC. CHARLOTTE, NORTH CAROLINA LOUISIANA POWER AND LIGHT WATERFORD NO. 3 NONDESTRUCTIVE TEST EVALUATION OF BASE MAT CONCRETE CRACK DEPTH AND ORIENTATION CALCULATIONS CRACK I.D. J DATE : 8-30-84 N to S 45 deg TRANSDUCER 1Esr # 1 2 3 4 5 6 7 8 9 10 11 12
- Mi tn VERP 106 212 318 425 530 636 742 848 955 1060 1166 1272 70 170 280 400 480 SO 720 000 950 120 1E0 1250 IDE 1. 0.66 1.60 2.64 3.77 4.53 5.56 6.79 7.54 8.96 9.90 10.84 H.79 0.34 0.40 0.36 0.23 0.47 0.44 0.21 0.46 0.04 0.10 0.16 0.21 27.26 D.92 7.77 3.47 5.99 4.50 1.79 3.47 0.28 0.58 0.83 1.04 70 160 260 360 460 570 660 800 840 1060 1180 1200 IDE 2 0.66 1.51 2.45 3.39 4.34 5.37 6.22 7.54 7.92 9.99 H.D 11.31 i -- -
0.34 0.49 0.55 0.61 0.66 _0.63 .0.78.2 ;0.46. _ .1.08 0.01 0.D 0.s ; - 27;~)6 ~ 38. 5 12.62 10.12 8.s . 6.64 7.12 3.47 7.77 0.04 0.64 -3.47 75 DO 270 300 480 600 720 800 860 940 1150 -1200 IDE 3 0.71 1.60 2.55 3.5B 4.53 5.66 6.79 7.54 8.11 8.86 10.84 11.31~
, c . o . . ~.
- _ , , ' , 0.29 0.40 0.45 0.42 0.47 0.34 0.21 : 0.46 - :0.89 1.14 - 0.16 . 0.s ? * u D.92- 5.99 ,
~
22.50 10.12 6.64 3.47 1.79 3.47 - 6.28 7.31 0.83 3.47 75 160 240 340 470 550 640 700 840 900 1120 - 1190
- IDE 4
~
0.71 - 1.51- 2.26 3.21- 4.43 5.19 6.03 6.60 7.92 8.49 10.56 11.22
~ ~
0.29 0.49 0.74 0.79 0.57 0.81 0.97 1.40 1.08 1.51 0.44 0.78
, , , , _ _ 22.50 18.05 38.05 D.92 7.31 8.93 9.30 11.98 - -7.77 10.32 2.39 - -3.98*
240 '"' '" Mr : : . - , 70 . 160 360 450 - *no 570 ' 670 870 1040 H10 " 1200
.s.. - . , - IDE - 5 0.66 ,- 1.51- 2.26 3.39' 4.24- 5.57 6.32- 7.26 ~8.20 9.81 10.47 11.31 "
O.34 0.49 0.74 0.61 0.76 0.9 0.68 .0.74 .0.80 0.19 0.53 .0.69 _
,;,.= --
27.26 18.05 18.05- 10.12: 10.32 6.64 6.17=- 5.82 ' '5.55 L14 _ 2.93 ' 3.47 '
^
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70 DO ~~ "270 370 460 570 ' 600 780 870 900 120 '1200 K~'~~~, IDE - 6 0.66 1.60- 2.5
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3'.492 4.34 5.37 6.41 ~ 17.35 ~ 's.20 9.24 9.90 H.31* 0.34 0.40 - 0.45 0.51 0.66 0.63 0.59 _0.G5 - :0.80 0.76 1.10 WH" 27.26 13.92' 10.12 8.34 8.s 6.64 5.25 0.s ' - 5.02 5.55 4.71 6.34 3.47 -
- - - ~ .
- 8) 170 280 710 470 580 660 770 950 3040 -IHO "1200 :
% ~ .ur. . . . ~
w . IDE 7 - 0.75 1.60- 2.64- 3.49-,_ 4.43 5.47 6.22 7.26 _ 8.96 9.81 , 10.47 n.31, 0.25- 0.40 0.36 0.51 0.57 0.53 0.78 0.74 0.04 0.19 0.53
- 18. 5 D.92 0.s .
7.77 8.34 7.31 5.55 7.12 5.82 0.28 1.14 2.93 3.47
._v = =~
- m. ,
f^ . _ T_.;.85 380 280 300 470 500 600 790 890 1100 1180 " 3240 IDE 8 0.80 1.70 2.64 3.5B 4.43 5.47 6.41 7.45 8.39 10.37 H.D n.69 0.20 0.30 0.36 0.42 0.57 0.53 0.59 0.55 0.61 0.37 0.D 13.92 30.12 7.77 6.64 0.31 7.31 5.55 5.25 4.24 4.15 2.05 0.64 1.51 O 78
CRACK DEPTH AND ORIENTATION CALCULATIONS CRACK I.D. J DATE : 8-30-84 N to S 45 deg TRANSDUCER O 1E5r# 1 2 3 4 5 6 7 8 9 10 H 12 PEi to NERP 106 212 318 425 530 636 742 848 955 1060 1166 1272 75 170 290 380 470 660 700 770 850 940 1150 1250 IDE 9 0.71. 1.60 2.73 3.58 4.43 6.22 6.60 7.26 8.01 8.86 10.84 11.79 0.29 0.40 0.27 0.42 0.57 0.22 0.40 0.74 0.99 1.14 0.16 0.21 22.50 D.92 5.55 6.64 7.31 2.05 3.47 5.82 7.02 7.31 0.83 1.04 65 155 250 390 480 600 SO 800 900 1000 1070 1150 IDE 10 0.6L 1.46 2.36 3.6B 4.53 5.66 6.51 7.54 8.49 9.43 10.09 10.84 0.39 0.54 0.64 0.32 0.47 0.34 0.49 0.46 0.51 0.57 0.91 1.16 32.28 20.23 15.26 5.02 5.99 3.47 4.35 3.47 3.47 3.47 5.17 6.09 80 180 270 380 470 20 680 780 890 990 1100 1210 IDE 11 0.75 1.70 2.55 3.58 4.43 5.56 6.41 7.35 8.39 9.33 10.37 n.41
' ' 0.25. 0.30 0.45 0.42 0.57 0.44 - 0.59 ~ 0.65 - 0.61 0.67 0.63' 'O.594 -
*T 38. 5 10.12 10.12 6.64 7.31 4.50 5.25 5.02 4.15 4.08
. 3.47 2.97
"*.] __;70 17 0 240 360 450 570 650 770 840 120 1170 1240 IDE 12 0.66 1.60 2.26 3.39 4.24 5.3'7 6.D 7.26 7.92 9.90 11.03 11. s
'".. , ~ -' O.34 0.40- 0.74 0.61c 0.76 0.63 0.87' O.74 '1.08 0.10 0.03 -0.310 % .I '
27.26 38. 5 13.92 3D.12 10.32 ~ 6.64 8.10 5.82 7.77 0.58 0.16 1.51 80 180 290 390 480 20 SO 790 890 920 1140 1200 O- IDE 13 0.75 1.70 2.73 3.6B 4.53 5.56 6.51 .7.45 ~ 8.39 8.67 10.75 n.31'
~ ^
0.25 0.30 0.27 0.32 0.47 0.44 0.49 0.55 0.61 1.33 0.25 0.s y 7 ,,z, . r; 38. 5 - 10.12 _ 5.55 5.02 5.99 - 4.50 4.35 4.24 4.15 8.s - ~1.34 --3.47 - +
- " 70 170 270 380 450 570 "20 ~ 800 '
890 990 1010 1240 IDE 14 1.60-0.66 2.5 3.5B 4.24 5.37 6.41 ~ '7.54 "8.39 9.33 9.52 H.S ~
~
a~ r 0.34 0.40 0.45 0.42 0.76 0.63 0.59 .0.46 0.61 0.67 1.48 . 0.31. - 27.26 ^ D.92 10.32 6.64 10.12 6.64 5.25 ,. 3.47 - 4.15 4.08 8.82 1.51 2 v . .- . . IDE 15 0.66- 1.41 2.73 3.6B~ 4.34 5.56 6.60' 7.54 "
'9.43 9.81 ll.D 11. s ~ . . . , , 0.34 0.99 0.27 0.32 0.66 0.44 0.40 0.46 -0.43 0.19 0.13 -0.31 J 27.26 22.50 5.55 5.02 8.s 4.50 3.47 3.47 2.60 1.14 0.64. 1.51 i " n~ 70 160 265
_ _.. .=.. ,
. ze ,
370 440 570 -670 - 770 - 900 950 H00 c 3200 i IDE 36 0.66 1.51 2.50 3.49 4.15 5.37 6.32 7.26 8.49 8.96 10.37 11.31~ O.34 0.49 0.50 0.51 0.85 0.63 0.68 0.74 0.51 1.04 0.63 0.8 27.26 38. 5 11.35 8.34 11.60 6.64 6.17 5.82 3.47 6.64 3.47 3.47
* ' % P.
h- ~~ .90 170 270 380 460 20 90 780 900 990 1140 #1210 - F IDE D 0.85 0.15 1.60 0.40 2.55 0.45 3.2 0.42 4.34 0.66 5.56 0.44 6.51 0.49 7.35 0.65 8.49 0.51 9.33 0.67 10.75 0.25 H.41 0.59 10.12 D.92 10.12 6.64 8.s 4.50 4.35 5.02 3.47 4.08 1.34 2.97 !O t l l 79
I CRACK DEPTH AND ORIENTATION CALCULATIONS CRACK I.D. J DATE : 8-30-84 N to S 45 deg TRANSDUCER
'IEST # 1 2 3 4 5 6 7 8 9 10 11 12 16 to VERP 106 212 318 425 530 (06 742 848 955 1060 1166 1 712 80 180 290 400 510 600 700 000 M0 0 1140 1250 IDE IB 0.75 1.70 2.73 3.77 4.81 5.66 6.60 7.54 8.86 0.00 10.75 11.79 0.25 0.30 0. 21 0.23 0.19 0.34 0.40 0.46 0.14 0.00 0.25 0.21
- 18. 2 10.12 5.55 3.47 2.28 3.47 3.47 3.47 0.89 0.00 1.34 1.04 75 170 290 390 480 590 700 800 910 1000 1160 1250 IDE 19 0.71 1.60 2.73 3.68 4.53 5.56 6.60 7.54 8.58 9.43 10.94 11.79 0.29 0.40 0.27 0.32 0.47 0.44 0.40 0.46 0.42 0.57 0.06 0.21 22.50 13.92 5.55 5.02 5.99 4.50 3.47 3.47 2.81 3.47 0.33 1.04 75 170 270 300 490 600 700 790 890 0 0 0 IDE 20 0.71 1.60 2.55 3.58 4.62 5.66 6.60 7.45 8.39 0.00 0.00 . 0.00' 0.29 0.40 0.45 0.42 0.38. .0.34 0.40. 0.55 0.61 0.00 0.00 0.00 .- -
22.50 13.92 10.12 6.64 4.71 3.47 3.47 4.24 4.15 0.00 0.00 0.00 ~ . . ~ . ~ O O 80
MUENOW AND ASSOCIATES, INC.. dHARLOTTE, NORTH CAROLINA LOUISIANA POWER AND LIGHT WATERFORD NO. 3 NONDESTRUCTIVE TEST EVALUATION OF BASE MAT CONCRETE CRACK DEPTH AND ORIENTATION GRAPHING
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NONDESiltUCTIVE EVALUATION OF ILLSE MAT ODNCitETE 8 CRACK DEPTI! AND ORIEBTTATION DATA SIIEET JLLY-AIXRISP 1984 K S to ?; CRACK IDDTTIFICA1DN OPERA'IOR R. A. MUENOW P.E. INSTRlf.!ENT 10.B542588 itsr ?O. 1 2 3 4 5 6 7 8 9 10 11 12 MSBC 'ID L 106 212 318 425 530 e36 742 848 955 1060 1166 1272 LINE !O.1 80 180 290 400 510 610 690 0 940 1040 1140 1200 110 210 0 450 540 660 0 0 970 0 0 1340 80 170 260 360 510 600 700 830 910 1000 1050 1140 0 0 360 4b0 550 0 780 870 0 0 1250 0 80 180 290 390 0 ! 540 0 840 920 960 1080 1210 LINE 10. 3 110 0 0 450 0 0 0 850 980 0 0 0
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~T MUENOW AND ASSOCIATES, INC.em CHAR [DITE, NOlfrH CAROLINA (V IDUISIANA 00WIm AND LL ,f CATERIMD NO. 3 3
. NONDESTRtLTIVE EVALUATION OF BASE MAT CONCRETE CRACK DEPril AND ORIDTTATION DATA SIIEET JULY--AUGUST 1984 CRACK IDENTIFICKION K OPERNIOR R. A. MUENOW 5 P.E. INSTRIMENT m .B542_88 S to b
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MUENOW AND ASSOCIATES, INC. CHARLOTTE, NORTH CAROLINA IOUISIANA POWER AND LIGHT WATERFORD NO. 3 NONDESTRUCTIVE TEST EVALUATION OF BASE MAT CONCRETE CRACK DEPTH AND ORIENTATION CALCULATIONS CRACK I.D. K DATE : 8-30-84 N to S 45 deg TRANSDUCER
'IESP # 1 2 3 4 5 6 7 8 9 10 H 12 Mi to VERP 106 212 318 425 530 636 742 848 955 1060 1166 1272 80 180 290 400 510 610 90 0 940 1040 1140 1200 IRE 1 0.75 1.70 2.73 3.77 4.81 5.75 6.51 0.00 8.86 9.81 10.75 H.31 0.25 0.30 0.27 0.23 0.19 0.25 0'49
. 0.00 0.14 0.19 0.25 0.69 38.Q5 10.12 5.5 3.47 2.28 2.48 4.35 0.00 0.89 1.14 L34 3.47 80 17 0 260 360 510 600 700 830 940 1000 120 1140 IDE 2 0.75 1.60 2.45 3.39 4.81 5.66 6.60 7.83 8.86 9.43 9.90 10.75
- u. 0.25 0.40 0.55 0.61 0.19 0.34 0.40 0.17 0.14 0.57 1.10 1.25 38.05 13.92 12.62 10.12 2.28 3.47 3.47 1.28 0.89 3.47 6.34 6.64 80 380 290 390 0 540 0 840 920 960 1080 1210 IDE/ 23 I 0.75 1.70 2.73 3.6B 0.00 5.09 0.00 7.92 8.67 9.5 10.18 11.41 m '
O.25 0.30 0.27 0.32 0.00 0.91 0.00 0.08 0.33 0.95 0.82 0.59 28.05 30.22 5.55 5.02 0.00 10.12 0.00 0.5B 2.15 5.99 4.S 2.97 75 17 0 290 380 460 50 0 0 940 1040 1100 1200
, IDE 4 0.71 1.60 2.73 3.5B 4.34 5.56 0.00 'O.00 8.86 9.81 10.37 11.31 0.29 0.40 0.27 0.42 0.66 0.44 0.00 0.00 0.14 0.19 0.8 0.8 22.50 13.92 _5.55 6.64 8.s 4.50 0.00 0.00 0.89 1.14 3.47 3.47 80 175 - ~ ~ 290 390 490 0 430 0 930 1010 H00 1200 IDE 5 0.75 1.65 2.73 3.68 4.62 0.00 4.05 0.00 8.77 9.52 10.37 11.31 0.25 0.35 0.27 0.32 0.38 0.00 2.95 0.00 0.23 0.48. 0.8 jg 28.Gi H.98 5.55 5.02 4.71 0.00 36.00 0.00 1.51 2.87 3.47
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CRACK DEPTH AND ORIENTATION CALCULATIONS 4 CRACK I.D. K DATE : 8-30-84 N to S 45 deg TRANSDUCER M# 1 2 3 4 5 6 7 8 9 10 11 12 PS to M 106 212 318 425 530 636 742 848 955 1050 H66 1272 85 3B0 280 360 500 600 680 630 700 *n5 1080 1190 IDE 9 0.80 1.70 2.64 3.39 4.71 5.66 6.41 5.94 6.60 7.31 10.18 11.22 0.20 0.30 0.36 0.61 0.29 0.34 0.59 2.06 2.40 2.69 0.82 0.78 13.92 3D.12 7.77 10.12 3.47 3.47 5.25 19.13 19.99 20.23 4.59 3.98 80 180 280 380 490 610 EB0 740 83D 0 0 0
- IDE 10 0.73 1.70 2.64 3.58 4.62 5.75 6.51 6.98 7.64 0.00 0.00 0.00 0.25 0.30 0.36 0.42 0.38 0.25 0.49 1.02 1.36 0.00 0.00 0.00 18.05 10.12 7.77 6.64 4.71 2.48 4.35 8.34 10.12 0.00 0.00 0.00 0
- o 88
MUENOW AND ASSOCIATES, INC. CHARLOTTE, NORTH CAROLINA LOUISIANA POWER AND LIGHT WATERFORD NO. 3 NONDESTRUCTIVE TEST EVALUATION OF BASE MAT CONCRETE CRACK DEPTH AND ORIENTATION GRAPHING
-CRACK I.D. K DATE : 8-30-84 N to S 45 deg TRANSDUCER 4
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MUENCW AND ASSOCIATES, INC. CHARLOTTE, NORTH CAROLINA LOUISIANA POWER AND LIGHT WATERFORD NO. 3 NONDESTRUCTIVE TEST EVALUATION OF BASE MAT CONCRETE CRACK DEPTH AND ORIENTATION GRAPHING CRACK I.D. K DATE : 8-30-84 N to S 45 deg TRANSDUCER IDE10. 9 10 CRACK v INDICATIONv ON SURFACE yOF BASE-MAT ySLAB 1.0h f 2.0 3.0 -- 4.0 -- 5.0 - 6.0 - - 7.0 -- 8.0 --
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MUDOW AND ASSOCIATES, INCQ CIIARIDITE, NOITTII CNOLINA
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- IDUISIANA POWER AND L_ fP CATERIORD NO. 3 g3
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MUENOW AND ASSOCIATES, INC. CHARLOTTE, NORTH CAROLINA LOUISIANA POWER AND LIGHT WATERFORD NO. 3 NONDESTRUCTIVE TEST EVALUATION OF BASE MAT CONCRETE CRACK DEPTH AND ORIENTATION CALCULATIONS CRACK I.D. L DATE : 8-30-84 N to S 45 deg TRANSDUCER
'EST # 1 2 3 4 5 6 7 8 9 10 H 12 16 to URE 106 213 318 425 530 636 742 848 955 1060 H66 1272 80 200 310 420 510 620 0 0 950 1040 1090 12 5 IDE 1 0.75 1.89 2.92 3.% 4.81 5.85 0.00 0.00 8.96 9.81 10.28 11.31 0.25 0.H 0.08 0.04 0.19 0.15 0.00 0.00 0.04 0.19 0.72 0.6 38.05 3.47 1.51 0.58 2.28 1.51 0.00 0.00 0.28 1.14 4.03 3.47 80 190 310 410 500 610 700 790 915 980 1070 H75 IDE 2 0.75 1.79 2.92 3.87 4.71 5.75 6.60 7.45 8.0 9.24 10.09 11.CB 0.25 0.21 0.0B 0.13 0.29 0.25 0.40 0.55 0.37 0.76 0.91 0.92
- 38. 5 6.64 1.51 1.99 3.47 2.48 3.47 4.24 2.48 4.71 5.17 4.76
.J 75 190 290 410 520 GO 730 840 940 980 1060 1DO TT IDE 3 _0.71 1.79 2.73. 3.87. 4.90 5.94 6.88 7.92 8.86 9.24 9.99 10.65 0.29 0.21 -0.27 0.13 0.10 0.06 0.12 0.CB 0.14 0.76 1.01 1.35 22.50 6.64 5.55 1.99 L14 0.58 0.98 0.58 0.89 4.71 5.75 7.20 80 380 270 380 440 550 640 750 780 855 950 1020 IDE 4 0.75 1.70 2.55 3.58 4.15 5.19 6.03 7.07 7.35 8.06 8.96 9.62 0.25 0.30 0.45 0.42 0.85 0.81 0.97 0.93 1.65 1.94 2.01 2.38 r; i. .
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- 18. 5 H.98 7.77 10.32 H.60 11.35 9.10 11.0; 12.62 13.92 14.28 15.26
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CRACK DEPTH AND ORIENTATION CALCULATIONS i CRACK I.D. L DATE : 8-30-84 N to S 45 deg TRANSDUCER
'IET # 1 2 3 4 5 6 7 8 9 10 11 12 36 to VERP 106 212 318 425 !DO 636 742 848 95 1060 1166 1272 80 190 280 380 480 580 710 770 890 990 1010 1080 IDE 9 0.75 1.79 2.64 3.58 4.53 5.47 6.69 7.26 8.39 9.33 9.52 10.18 0.25 0.21 0.36 0.42 0.47 0.!D 0.31 0.74 0.61 0.67 1.48 1.82
- 18. 5 6.64 7.77 6.E4 5.99 5.5 2.62 5.82 4.15 4.08 8.02 10.12 0 0 0 0 0 0 0 0 0 0 0 0 IRE 10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 85 380 290 390 490 580 67 0 790 890 670 970 1010 IDE 11 0.80 1.70 2.73 3.68 4.62 5.47 6.32 7.45 8.39 8.20 9.15 9.81 0.20 0.30 0.27 0.32 0.38 0.53 0.68 0.55 0.61 1.80 1.85 2.19 13.92 10.12 5.5 5.02 4.71 5.55 6.17 4.24 4.35 12.36 11.46 12.62 0 0 0 0 0 0 0 0 0 0 0 0 IDE 12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
' ;r 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3 1% E E E E E E @0 E E WO IDE 13 0.71 ~1.60 2.73 3.68 4.81 5.37 6.41 7.45 8.20 9.33 9.24 0.29 0.40 0.27 0.32 10.09 0.19 0.63 0.59 0.55 0.80 0.67 1.76 1.91 ; a 22.50 13.92 5.55 5.02 2.28 6.64 5.25 4.24 5.55 4.08 10.79 10.73
- 80 180 290 390 520 995 690 790 890 1000 910 980 IRE 14 0.75 1.70 2.73 3.68 4.90 5.61 6.51 7.45 8.39 9.43 8.58 0.25 0.30 0.27 0.32 9.24
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95
MUENOW AND ASSOCIATES, INC. CHARLOTTE, NORTH CAROLINA LOUISIANA POWER AND LIGHT WATERFORD NO. 3 (3 u) NONDESTRUCTIVE TEST EVALUATION OF BASE MAT CONCRETE CRACK DEPTH AND ORIENTATION GRAPHING CRACK I.D. L DATE : 8-30-84 N to S 45 deg TRANSDUCER IDE N). 1 2 3 4 CRACK v INDICATIONv ON SURFACE vOF BASE-MAT SLAB v I 1.0 -- I f 2.0 - - f 3.0 - - 4.0 -- , , 5.0 -- , 6.0 - - 7.0 - 8.0 --
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s MUENOW AND ASSOCIATES, INC. CHARLOTTE, NORTH CAROLINA LOUISIANA POWER AND LIGHT WATERFORD NO. 3
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MUENOW AND ASSOCIATES, INC. CHARLOTTE, NORTH CAROLINA LOUISIANA POWER AND LIGHT WATERFORD NO. 3 NONDESTRUCTIVE TEST EVALUATION OF BASE MAT CONCRETE CRACK DEPTH AND ORIENTATION CALCULATIONS CRACK I.D. R DATE : 8-30-84 N to S 45 deg TRANSDUCER
'EST # 1 2 3 4 5 6 7 8 9 10 11 12 M3 to VERP 106 212 318 425 530 636 742 848 955 1060 1166 1272 75 180 0 0 410 0 0 705 0 0 810 0 IDE 1 0.71 1.70 0.00 0.00 3.87 0.00 0.00 6.65 0.00 0.00 7.64 0.00 0.29 0.30 0.00 0.00 1.33 0.00 0.00 1.35 0.00 0.00 3.36 0.00 22.50 10.12 0.00 0.00 16.36 0.00 0.00 11.51 0.00 0.00 23.77 0.00 %)
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I l MUENOW AND ASSOCIATES, INC. CHARLOTTE, NORTH CAROLINA I l LOUISIANA POWER AND LIGHT WATERFORD NO. 3 NONDESTRUCTIVE TEST EVALUATION OF BASE MAT CONCRETE CRACK DEPTH AND ORIENTATION GRAPHING CRACK I.D. R DATE : 8-30-84 N to S 45 deg TRANSDUCER IDE 10. 1 CRACK v INDICATIONv ON SURFACE vOF BASE-MAT SLAB v 1.0 2.0 - - 3.0 . 4.0k . ! 5.0k 6.0 . 7.0 f 8.0 -- l 9.0 - -
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Mturne a.vdafsac4rtes, One. MATERtALS AND NONDESTRUCTIVE TESTING
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3980 HUNTCUTF CR. CHARLO11E, NORTH CARottNA 28211 (/ l (708) 3774041-(704) 542 2'?3 IDENTIFICATION AND DESCRIPTION OF RAND 0M REFLECTORS
,. LINE NO.
CRACK I.D. TEST NO. EXPLANATION
- R 1/5 1 R 1/7 1 R 1/11 4 O
k e l 1O l See Identification and Descriptien of Rurdom Reflectors,0rgin Data Page No. 36
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'IET # 1 2 3 4 5 6 7 8 9 10 11 12 M3to WRC 106 212 318 425 530 636 742 848 955 1000 1166 1272 70 190 290 380 440 0 0 630 0 0 910 0 IRE 1 0.66 1.79 2.73 3.58 4.15 0.00 0.00 5.9% 0.00 0.00 8.58 0.00 0.34 0.21 0.27 0.42 0.85 0.00 0.00 2.05 0.00 0.00 2.42 0.00 27.26 6.64 5.55 6.64 11.60 0.00 0.00 19.13 0.00 0.00 15.75 0.00 80 180 295 400 430 0 0 0 810 0 0 0 IDE -2 0.75 1.70 2.78 3.77 4.05 0.00 0.00 0.00 7.64 0.00 0.00 0.00 0.25 0.30 0.22 0.23 0.95 0.00 0.00 0.00 1.36 0.00 0.00 18.05 0.00 10.12 4.50 3.47 13.13 0.00 0.00 0.00 10.12 0.00 0.00 0.00 80 180 260 360 480 0 390 0 0 840 0 990 IDE 3 0.75 1.70 2.45 3.39 4.53 0.00 3.68 0.00 0.00 7.92 0.00 9.33 0.25 0.30 0.55 0.61 0.47 0.00 3.32 0.00 0.00 2.08 0.00 2.67
- 28. 5 10.12 12.62 10.12 5.99 0.00 42.11 0.00 0.00 14.72 0.00 15.94
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I MUENOW AND ASSOCIATES, INC. CHARLOTTE, NORTH CAROLINA
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LOUISIANA POWER AND LIGHT WATERFORD NO. 3
' (-) NONDESTRUCTIVE TEST EVALUATION OF BASE MAT CONCRETE CRACK DEPTH AND ORIENTATION GRAPHING CRACK I.D. S DATE : 8-30-84 N to S 45 deg TRANSDUCER IRE 10. 1 2 3 I
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i 11facum extobsociates, One. MATEftlALS AND HoriOCSTRUCTivE TESTING 3940 Hut 4TCtrF OR O CHART.0 TIE. t:GriTH C/JtouNA 28211 (704) 377 4041-(704) 542 2223 IDENTIFICATION AND DESCRIPTION OF RANDOM REFLECTORS
,. LINE NO.
CRACK I.D. TEST N0. EXPLANATION
- S 1/11 4 S 2/9 3 S 3/7 2 S 3/10 3 S 3/12 3 O
b 9 d i See Identification and Description of Rando:n Reflectors Orgin Data Page No.36
MUDOW AND ASTCIATES, INC. (y!!ARIDITE, NORTil CMOLINA (V~') TOUISIANA IGT31 AND I,Ik/ WATIGtl-ORD NO. 3 N S NOFDES11tLCI'IVE LVALUATION OF BASE MAT CDNCRETE CRACK DEF11I AND ORIENTATION DATA SHEET JULY-AUGUST 1984 ChACE IDD.TIFICA1DN T , OPERA 10R R. A. MIEDW P.E. INSTRU.!ENT NO.B542588 S to 3 TEST .'D. 1 2 3 4 5 6 7 8 9 10 11 12 J.SEC 'ID l 10G 212 318 425 530 63G 742 848 955 1060 11GG 1272
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95 170 270 350 480 590 600 740 840 960 1020 1100 LINE m. 1 890 960 O O 350 0 0 670 790 910 1040 0 0 1340 LI'.'E 30, 2 95 170 285 380 440 570 670 740 850 950 0 0 0 230 0 460 620 690 0 0 0 1150 0 0 100 190 2(JO 395 470 540 670 740 870 960 1040 1110 LD'E 20. 3 100 0 0 455 0 0 810 940 1030,f 0 0 0 90 190 295 400 450 570 640 770 803 950 1030 1210 LINE 20. 4 89V 9C 110 220 310 450 630 0 840 910 0 0 0 0 3 80 180 290 350 440 570 640 770 800 980 10GO 1140 LINE !O. 5 92 0 230 0 500 620 0 840 j 0 1100 0 0 0 80 180 290 400 440 580 640 800 890 990 1050 0 LINE 20. 6 , 120 0 0 0 620 690 840 900 0 0 1210 0 100 190 310 380 500 550 680 0 430* O 620* O 'LINE 10. 7 110 210 310 460 570 0 0 0 0 0 0 0 80 180 250 370 400 550 560 690 740 890 0 940* LINE 20. 8 O O O O 650 720 0 0 0 0 0 0 I - - - _ _ - - _
(; MUDOW AND ASK)CIATES, INC. (~TCIIARICITE, NOltrII CNOLINA LJ IDUISTANA IUN13t AND IAm_1 WATERIOitD NO. 3
' 3 IUGESTRILTIVE EVALUATION OF llASE EST 00NCitETE CRACK DH'fl! AND ORIENTATION DATA SIEET JULY--AUGLUT 1984 CRACK IDETTIFICAIDN T opBlA'IDR R. A. hMV P.E. INSTRU.ENT ?O.B5425SS / S to 3 TEST 20. 1 2 3 4 5 6 7 8 9 10 11 12 MSIr TO 1 10G 212 318 425 530 636 742 848 955 1060 11GG 1272 77g ,g, g 80 180 268 390 0 480*. O NA NA NA NA NA 120 230 0 0 0 0 0 NA NA NA NA NA LINE 30.10 80 190 290 410 0 0 640 NA NA NA NA NA 0 0 0 0 0 0 0 NA NA NA NA NA 95 175 295 0 410 0 0 NA NA NA NA NA LINE 30.11 115 230 0 0 0 0 0 NA NA NA NA NA
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205 0 410 0 0 NA N NA h NA LINE BO.12 100 31 ~ 110 215 0 0 580 690 0 NA NA NA / NA NA y <
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100 200 310 0 0 340* O NA NA NA NA NA LINE .T.13 0 210 0 0 0 0 0 NA NA NA NA NA LINE ?O.14 90 190 300 0 440 0 590 NA N# NA NA NA 0 0 0 0 0 0 0- NA NA NA NA NA LINE 70. LINE NO.
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MUENOW AND ASSOCIATES, INC. CHARLOTTE, NORTH CAROLINA n LOUISIANA POWER AND LIGHT WATERFORD NO. 3
'd NONDESTRUCTIVE TEST EVALUATION OF BASE MAT CONCRETE CRACK DEPTH AND ORIENTATION CALCULATIONS i
CRACK I.D. T DATE : 8-30-84 N to S 45 deg TRANSDUCER
'IE5T # 1 2 3 4 5 6 7 8 9 10 11 12 PS to VERP 106 212 318 425 530 636 742 848 955 1060 1166 1272 95 170 270 350 480 500 80 740 840 890 960 1100 IDE 1 0.90 1.60 2.55 3.30 4.53 5.56 6.51 6.98 7.92 8.39 9.G 10.37 0.10 0.40 0.45 0.70 0.47 0.44 0.49 1.02 1.08 1.61 1.95 1.63 6.64 13.92 10.12 11.93 5.99 4.50 4.35 8.3% 7.77 10.85 12.15 8.93 95 170 285 380 440 570 670 740 850 950 0 0 IDE 2 0.90 1.60 2.69 3.58 4.15 5.37 6.32 6.98 8.01 8.96 0.00 0.00 0.10 0.40 0.31 0.42 0.85 0.63 0.68 1.02 0.99 1.0% 0.00 0.00 6.6% 13.92 6.6% 6.64 11.60 6.6% 6.17 8.34 7.G . 6.64 0.00 0.00 100 190 290 395 470 5;0 670 740 870 910 1040 1110 IDE 3 0.94 1.79 2.73 3.72 4.43 5.09 6.32 6.98 8.20 8.58 9.81 10.47 0.06 0.21 0.27 0.28 0.57 0.91 0.68 1.02 0.80 1.42 1.19 1.53 3.47 6.64 5.55 4.24 7.31 10.12 6.17 8.34 5.55 9.40 6.95 8.34 O so 190 29s 400 4so 570 eco 770 800 890 9eo 1210 IDE 4 0.85 1.79 2.78 3.77 4.24 5.37 6.(D 7.26 7.54 8.39 9.05 11.41 0.15 0.21 0.22- 0.23 0.76 0.63 0.97 0.74 1.46 1.61 1.95 10.12 6.64 4.50 0.59 3.47 10.12 6.6% 9.10 5.82 10.94 10.85 12.15 2.97 80 180 290 350 440 570 640 770 800 920 990 1140 IDE 5 0.75 1.70 2.73 3.30 4.15 5.3'7 6.03 7.26 7.54 8.67 9.33 10.75
'- 0.25 0.30 0.27 0.70 0.85 0.63 0.97 0.74 1.46 1.33 18.05 1.67 1.25 10.12 5.55 11.98 11.60 6.6% 9.10 5.82 10.94 8.69 10.12 6.64 m 80 2B0 290 400 440 580 640 800 830 990 1GO O IDE 6 0.75 1.70 . 2.73 3.77 4.15 5.47 6.03 7.5% 7.83 9.33 9.90 0.00 0.25 0.30 0.27 0.23 0.85 0.53 0.97 0.46 1.17 0.67 18.05 . 10.12 5.55 1.10 0.00 3.47 11.60 5.55 9.10 3.47 8.54 4.08 6.34 0.00
; 100 190 '310 380 500 550 680 0 430 0 G20 0 IDE 7 0.94 1.79 2.92 3.58 4.71 5.19 6.41 0.C0 4.05 0.00 5.85 0.06 0.21 0.08 0.42 0.29 0.00 0.81 0.59 0.00 4.95 0.00 5.15 0.00 3.47 6.64 1.51 6.6% 3.47 8.93 5.25 0.00 50.66 0.00 41.41 0.00 80 180 250 370 400 550 560 SO 740 890 0 940 IDE 8 0.75 1.70 2.36 3.49 3.77 5.19 5.28 6.51 6.98 8.39 l 0.25 0.30 0.6% 0.51 0.00 8.86 1.23 0.81 1.72 1.49 2.02 1.61 0.00 3.14 lp 18. 5 10.12 15.26 8.34 18.G 8.93 18.05 12.93 16.17 10.85 0.00 G 19.50 ggyn
MUENOW AND ASSOCIATES, INC. CHARLOTTE, NORTH CAROLINA LOUISIANA POWER AND LIGHT WATERFORD NO. 3 O
\s NONDESTRUCTIVE TEST EVALUATION OF BASE MAT CONCRETE CRACK DEPTH AND ORIENTATION CALCULATIONS CRACK I.D. T DATE : 8-30-84 N to S 45 deg TRANSDUCER
'Isr # 1 2 3 4 5 6 7 8 9 10 11 12 m to MRP 106 212 318 425 530 e6 742 848 955 1060 1166 1272 80 ISO 270 390 0 480 0 0 0 0 0 0 DE 9 0.75 1.70 2.55 3.68 0.00 4.9 0.00 0.00 0.00 0.00 0.00 0.00 0.25 0.30 0.45 0.32 0.00 1,47 0.00 0.00 0.00 0.00 0.00 0.00 18.05 10.12 10.12 5.T 0.00 18.05 0.00 0.00 0.00 0.00 0.00 0.00 60 190 290 410 0- 0 640 0 0 0 0 0 DE 10 0.75 1.79 2.73 3.M 0.00 0.00 6.03 0.00 0.00 0.00 0.00 0.00 0.25 0.21 0.27 0.13 0.00 0.00 0.W 0.00 0.00 0.00 0.00 0.00 18.05 6.M 5.55 1.99 0.00 0.00 9.10 0.00 0.00 0.00 0.00 0.00 95 175 295 0 410 0 0 0 0 0 0 0
_ DE 11 0.90 1.65 2.78 0.00 3.87 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.10 0.35 0.22 0.00 1.13 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6.6% 11.98 4.50 0.00 16.36 0.00 0.00 0.00 0.00 0.00 0.00 0.00 ' ~ 100 22 310 0 410 0 0 0 0 0 0 0 GE 12 0.94 1.93 2.92 0.00 3.87 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.06 0.07 0.m 0.00 1.13 0.CO 0.00 0.00 0.00 0.00 0.00 0.00 3.47 1.99 1.51 0.00 16.36 0.00 0.00 0.00 0.00 0.00 0.00 0.00 100 200 310 0 0 340 0 0 0 0 0 0 DE 13 0.94 1.89 2.92 0.00 0.00 3.21 0.00 0.00 0.00 0.00 0.00 0.00 0.06 0.11 0.03 0.00 0.00 2.79 0.00 0.00 0.00 0.00 3.47 3.47 1.51 0.00 0.00 0.00 0.00 41.08 0.00 0.00 0.00 0.00 0.00 0.00 90 190 300 0 440 0 20 0 0 0 0 0 IllE 14 0.85 1.79 2.83 0.00 4.15 0.00 5.56 0.00 0.00 0.00 0.00 0.15 0.21 0.17 0.00 0.00 0.85 0.00 1.44 0.00 0.00 0.00 0.00 0.00 10.12 6.64 3.47 0.00 11.60 0.00 14.49 0.00 0.00 0.00 0.00- 0.00 l
- \J i
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MUENOW AND ASSOCIATES, INC. CHARLOTTE, NORTH CAROLINA
- p. LOUISIANA POWER AND LIGHT WATERFORD NO. 3 Q NONDESTRUCTIVE TEST EVALUATION OF BASE MAT CONCRETE CRACK DEPTH AND ORIENTATION GRAPHING CRACK I.D. T DATE : 8-30-84 N to S 45 deg TRANSDUCER DE ID. 1 2 3 4 CRACK v INDICATIONv ON SURFACE vOF BASE-MAT SLAB v
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MUENOW AND ASSOCIATES, INC. CHARLOTTE, NORTH CAROLINA LOUISIANA POWER AND LIGHT WATERFORD NO. 3 NONDESTRUCTIVE TEST EVALUATION OF BASE MAT CONCRETE CRACK DEPTH AND ORIENTATION GRAPHING CRACK I.D. T DATE : 8-30-84 N to S 45 deg TRANSDUCER IIIEID. 9 10 11 12 CRACK v INDICATION vON SURFACE OF BASE-MAT SLAB v v 1.0 -- [ I I 2.0 3.0 -- 1 ; 4.0 -- , . . . . 5.0 -- . . 6.0 - - 1 I 7.0 + I 8.0 { l l I I O 21 ! ! ! ! . I I I I 11.0 -- . I I I i 12.0 -- . . . . U - North l- Horizontal Scald is 1.5, Times the Vertical Scale I CRACK v INDICATIONv ON SURFACE vOF BASE-MAT SLAB v 1.0 f f 2.0 3.0 , , 4.01 . .. 5.0 6.0 . 7.0 . 8.0 . 9.0 0 10.01 ! ! 11.0 12.01 ! ! I I i 131
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MATERIALS Afd3 NGNOCSTRUCTIVE TESTit4G 3940 HIJtJTCUFF DR.
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1704) 377 4041 -(704) 542 2223 IDENTIFICATION AND DESCRIPT:: JF RANDOM REFLECTORS
,. LINE NO.
CRACK I.D. TEST !!0. EXPLANATION
- T 4/12 4 T 7/7 3 T 7/9 3 T 7/11 4 T 8/12 4 T 9/6 2 T 10/7 2 T 11/5 1 T 12/5 1 T 13/6 1 T 14/5 1 T 14/7 1 O
i i . O See Identification aa ' Description of Random Reflectors Orgin Data PageNo._36 L - _ _ _ _ _ . _ . . . _ _ . _ . . R50
UL%tn6LECUb> (^) V MUEBOW AND ASmCIATES, INC. pCIIARIDITE, NORTH CAIOLINA IDUISIANA TWER AND I,LJ WATERIORD NO. 3 N S
?ONDESTRILTIVE EVALUATION OF BASE MAT CDNCRETE CRACK DEPTH AND ORIDTATION DATA SHEET JLIX--AUGUST 1984 CRACK IDDTIFICATON U OPERATOR R. A. MLEO?.* P.E. INSTRUDT NO.B5425S8 S to B TFSr ?O. 1 2 3 4 5 6 7 8 9 10 11 12 MSEC 70 _l 10G 212 318 425 530 63G 742 848 955 1060 11GG 1272 LINE ?O. 1 90 190 310 400 500 640 730 850 940 1060 1140 0 0 0 320 460 570 0 750 0 0 0 1180 0 80 180 310 410 510 590 G70 790 840 950 0 0 0 0 310 430 540 0 810 0 1140 1150 840* 980*
/ 560 100 195 330 410 510 640* 0 640* 0 0 840*
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MUENOW AND ASSOCIATES, INC. CHARLOTTE, NORTH CAROLINA LOUISIANA POWER AND LIGHT WATERFORD NO. 3 NONDESTRUCTIVE TEST EVALUATION OF BASE MAT CONCRETE CRACK DEPTH AND ORIENTATION CALCULATIONS CRACK I.D. U DATE : 8-30-84 N to S 45 deg TRANSDUCER 2 3 4 5 6 7 8 9 10 11 12
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MUENOW AND ASSOCIATES, INC. CHARLOTTE, NORTH CAROLINA LOUISIANA POWER AND LIGHT WATERFORD NO. 3 .,, I_') xs NONDESTRUCTIVE TEST EVALUATION OF BASE MAT CONCRETE CRACK DEPTH AND ORIENTATION GRAPHING CRACK I.D. X DATE : 8-30-84 N to S 45 deg TRANSDUCER IRE ID. 1 2 3 4 CRACK v INDICATIONv ON SURFACE vOF BASE-MAT SLAB v 1.0 -- ! I 2.0 --
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MUENOW AND ASSOCIATES, INC. CHARLOTTE, NORTH CAROLINA LOUISIANA POWER AND LIGIIT WATERFORD NO. 3 g)- NONDESTRUCTIVE TEST EVALUATION OF BASE MAT CONCRETE
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MUENOW AND ASSOCIATES, INC. CHARLOTTE, NORTH CAROLINA LOUISIANA POWER AND LIGHT WATERFORD NO. 3 g-) NONDESTRUCTIVE TEST EVALUATION OF BASE MAT CONCRETE V CRACK DEPTH AND ORIENTATION GRAPHING CRACK I.D. 1 DATE : 8-30-84 N to S 45 deg TRANSDUCER IllE 10. 1 2 3 4 CRACK INDICATION ON SURFACE OF BASE-MAT SLAB
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MUENOW AND ASSOCIATES, INC. CHARLOTTE, NORTH CAROLINA LOUISIANA POWER AND LIGHT WATERFORD NO. 3
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j 22.50 6.64 7.77 8.34 4.71 0.00 0.00 46.93 0.00 0.00 16.51 0.00 85 190 270 0 1 185 0 0 190 0 1060 0 0 t < 72E 2 0.80 1.79 2.55 0.00 1.74i -0.00 0.00 1.79 0.00 9.99 0.00 0.00 0.20 0.21 0.45 0.00 3.26 ' O.00 0.00 6.21' O.00 0.01 0.00 0.00 13.92 6.6% 10.12 0.00 61.82 0.00 0.00 73.91 0.00 0.01 0.00 0.00 90 180 170 0 0 310 0 850 0 810 - 0 1280 IRE 3 0.85 1.70 1.60 0.00 0.00 2.92 0.00 8.01 0.00 7.64 0.00 12.07 0.15 0.30 1.40 0.00 0.00 3.08 0.00 0.01- 0.00 2.36 0.00 0.07-10.12 10.12 41.08 0.00 0.00 46.48 0.00 0.10 0.00 17.20 0.00 0.32 90 180 0 190 0 640, 0 0 0 0 0 0 IRh 4 ' 0.85 1.70 0.00 1.79 0.00 6.0 0.00 0.00 0.00 0.00 0.00 0.00 O.15 0.30 0.00 2.21 0.00 0.03 0.00 0.00 0.00 0.00 0.00 10.12 10.12 0.00 0.00 50.96 0.00 0.32 0.00 1
,0.00 0.00 0.00 0.00 0.00 l
100 203 0 ' O' 190 0 74GL 280 950 0 1160 0 I2E 5' 'O.94 1.91 0.00 0.00 1.79 0.00 'C.98 2.64 8.96 0.00 10.94 0.00 0.06' O.09 0.00- 0.00 3.21 0.00 0.02 5.36 0.01 0.00 0.06 3.47,l 2.58 0.00 a 0.00 0.00 60.83 0.00 0.19 63.78 0.28 0.00 0.33 0.00 o ED 203 0 0 540 0 0 240 0 1070 3 1170 0 IDE 6 0.9% 1.91 0.00 0.00 5.09 0.00 0.00 2.26 0.0T 10.09 11.03 0.00 0.06 0.09 0.00 0.00 0.09 0.00 .0.00 , 5.74 0.00 0.09 3.47 2.58 0.03 0.00 t 0.00 0.00 1.03 0.00 0.00( 68.48 0.00 0.50 0.16 0.00 90 0 90 0 180 640 0 0 0 1060 1180 0 IDE 7 0.85 0.00 0.85 0.00 1.70 6.03 0.00 0.00 0.00 9.99 11.13 0.00 0.15 0.00 2.15 0.0) 3.30 0.03 0.00 0.00 0.00 0.01 10.12, 0.00 0.13 0.00 68.48 0.00 62.81 0.32 0.00 0.00 0.00 0.08 0.6% 0.00 100 100 0 0 *; 540 0 740 0 950 190 0 0 IRE 8 0.94 0.I$ 0.00 0.00 S.CG 0.00 6.98 0.00 8.96 1.79 0.00 0.00
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.j- 3.47 48.27 0.00 0.00 0.00 0.00 1.Q3 0.00 0.19 0.00 0.28 77.69 0.00 0.00
(] v i ,3 I , 4 167 v , . ~ -,e
CRACK DEPTH AND ORIENTATION CALCULATIONS CRACK I.D. 3 DATE : 8-30-84 N to S 45 deg TRANSDUCER O SISP # 1 2 3 4 5 6 7 8 9 10 11 12 M3to WRP 106 212 318 425 530 636 742 848 955 1060 1166 1272 100 0 0 405 0 6G 0 800 0 0 710 0 IRE 9 0.94 0.00 0.00 3.82 0.00 5.70 0.00 7.54 0.00 0.00 6.69 0.00 0.0G 0.00 0.00 0.18 0.00 0.30 0.00 0.46 0.00 0.00 4.31 0.00 3.47 0.00 0.00 2.72 0.00 2.W 0.00 3.47 0.00 0.0) 32.75 0.00 O . t } %) 168
MUENOW AND ASSOCIATES, INC. CHARLOTTE, NORTH CAROLINA LOUISIANA POWER AND LIGHT WATERFORD NO. 3
/3 NONDESTRUCTIVE TEST EVALUATION OF BASE MAT CONCRETE U
CRACK DEPTH AND ORIENTATION GRAPHING CRACK I.D. 3 DATE : 8-30-84 N to S 45 deg TRANSDUCER IDE ID. 1 2 3 4 CRACK v INDICATIONv ON SURFACE vOF BASE-MAT SLAB v 1.0 -- f f 2.0 -- l 3.0 -- . 4.0 -- I 1 1 I I 5.0 - - I I 6.0 -- . . . 7.0 - - 1 I I 8.0 I 1 l 9.0 -- Q V 10.0 -- I I 11.0h . I 12.01 . I I North -- Horizontal Scale is 1.5 Times the Vertical Scale IDE 10. 5 6 7 8
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MUENOW AND ASSOCIATES, INC. CHARLOTTE, NORTH CAROLINA ;
' IDUISIANA POWER AND LIGHT WATERFORD NO. 3 NONDESTRUCTIVE TEST EVALUATION OF BASE MAT CONCRETE CRACK DEPTH AND ORIENTATION GRAPHING CRACK I.D. 3 DATE : 8-30-84 N to S 45 deg TRANSDUCER 121E 10, 9 CRACK v INDICATIONv ON SURFACE vOF BASE-MAT SLAB v
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CRACK I.D. TEST NO. - EXPLANATION
- 3 1/8 3 3 1/11 4 3 2/5 2 3 2/7 1 3 2/10 4 3 3/3 1 3 3/6 1 3 3/8 2 3 3/10 4 3 3/12 4 3 4/4 3 3 4/6 3 3 5/5 2 3 5/7 1 p 3 5/8 1 V 3 5/9 1 3 5/11 4 3 6/5 3 3 6/8 2 3 6/10 4 3 6/11 4 3 7/3 2 3 7/5 2 3 7/6 1 3 7/10 4 3 7/11 4 1 3 8/2 1 3 8/5 1 3 8/7 1 i
3 8/9 1 3 8/10 4 3 9/4 1 3 9/6 1 3 9/8 2 3 9/11 4 O l V l l l See Identification and Description of Random Reficctors Orgin Data PageNo.36 R75t
TLUr DIIuLTIUN T~'; MUDOW AND ASSOCIATES, INC, CIIARIDITE, NOITTII CNOLINA C/ IOUISTANA 00%1.11 AND L WATERRXtD NO. 3 NONDI3TItlCTIVE EVALUATION OF BASE MAT CDNCRElI 3 CRACK DEFrli AND ORIDTATION DATA SEEEP JLLY-AUGLEP 1984 CPJ.CK IDDTIFICATO:: WEST DIA. OPERNIOR lt. A. MIEOW P.E. IN.JrRIMENT ?O.B512583 S to L TEST :D. 1 2 3 4 5 6 7 8 9 10 11 12 VSEC 10 l. 10G 212 318 425 530 636 742 848 955 10G0 11GG 1272 .I LINE 0. 1 80 210 330 390 0 0 190* O O O 1130 1200 120 215 300 440 0 0 0 850 0 900 0 1340 240* O O O 1130 1200 LINE m. 2 75* 195 295 420 0 0 110 230 0 430 0 0 740 0 190 0 1200 1340 90 190 310 0 0 0 0 0 0 1010 1130 1200 l LINE 'O. 3 0 210 330 0 340 650 0 0 960 390 0 1340 l '
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u MUENOW AND ASSOCIATES, INC. CHARLOTTE, NORTH CAROLINA LOUISIANA POWER AND LIGHT WATERFORD NO. 3 NONDESTRUCTIVE TEST EVALUATION OF. BASE MAT CONCRETE CRACK DEPTH AND ORIENTATION CALCULATIONS CRACK I.D. WEST DIA. DATE : 8-30-84 N to S 45 deg TRANSDUCER TEST # 1 2 3 4 5 6 7 8 9 10 11 32 M3 to WRP 106 212 318 425 20 636 742 848 955 1060 1166 1272 80 210 330 390 0 0 ISO 0 0 0 1130 1200 IRE 1 0.75 1.98 3.n 3.G 0.00 0.00 1.79 0.00 0.00 0.00 10. 8 n.31 0.25 0.02 0n 0.32 0.00 0.00 5.21 0.00 0.00 0.00 0.35 0.69 38.G 0.58 2.03 5.02 0.00 0.00 71.02 0.00 0.00 0.00 1.86 3.47 75 195 295 420 0 0 240 0 0 0 1130 1200 IDE .2 0.71 1.84 2.78 3.96 0.00 0.00 2.26 0.00 0.00 0.00 10.65 n.31 0.29 0.16 0.22 0.0% 0.00 0.00 4.74 0.00 0.00 0.00 0.35 0.69 22.50 5.02 4.50 0.58 0.00 0.00 64.47 0.00 0.00 0.00 1.86 3.47 90 190 310 0 0 0 0 0 0 1010 1130 1200 IDE 3 0.85 1.79 2.92 0.00 0.00 0.00 0.00 0.00 0.00 9.52 10.65 11.31 0.15 0.21 0.00 0.0B 0.00 0.00 0.00 0.00 0.00 0.48 0.35 0.69 10.12 6.64 1.51 0.00 0.00 0.00 0.00 0.00 0.00 2.87 1.86 3.47 90 190 310 0 0 0 0 0 440 0 1130 1230 k IRE 4 0.85 1.79 2.92 0.00 0.00 0.00 0.00 0.00 4.15 0.00 10.65 n.60 0.15 0.21 0.08 0.00 0.00 0.00 0.00 0.00 4.85 0.00 0.35 0.40
, , . 10.12 6.64 1.51 0.00 0.00 0.00 0.00 0.00 49.47 0.00 1.86 1.99 ~ ~~
90 130 315 0 0 0 0 0 0 1015 1]25 0 IDE 5 0.85 1.79 2.97 0.00 0.00 0.00 0.00 0.00 0.00 9.57 10.61 0.00
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.3 CRACK DEPTH AND ORIENTATION CALCUIATIONS CRACK I.D. WEST DIA. DATE : 8-30-84 N to S 45 deg TRANSDUCER O_
'IST # 1 2 3 4 5 6 7 8 9 10 H 12
}s tn VERP 106 212 318 425 530 636 742 848 955 1060 H66 1272 90 195 310 0 0 180 0 0 0 1040 1110 0 IRE 9 0.85 1.84 2.92 0.00 0.00 1.70 0.00 0.00 0.00 9.81 10.47 0.00 0.15 0.16 0.m 0.00 0.00 4.30 0.00 0.00 0.00 0.19 0.53 0.00 10.12 5.02 1.51 0.00 0.00 68.48 0.00 0.00 0.00 1.14 2.93 0.00 00 175 260 T70 0 0 0 850 410 0 0 0 IRE 10 0.75 1.65 2.45 3.49 0.00 0.00 0.00 8.01 3.67 0.00 0.00 0.00 0.25 0.35 0.55 0.51 0.00 0.00 0.00 0.01 5.D 0.00 0.00 0.00 18.05 11.98 12.62 8.34 0.00 0.00 0.00 0.10 53.03 0.00 0.00 0.00 80 180 300 0 0 O O 540 0 0 0 0 IRE H 0.75 1.70 2.83 0.00 0.00 0.00 0.00 5.09 0.00 0.00 0.00 0.00 O.25 0.30 0.17 0.00 0.00 0.00 0.00 2.91 0.00 0.00 0.00 0.00 18.05 10.12 3.47 0.00 0.00 0.00 0.CO 29.74 0.00 0.00 0.00 0.00 80 180 300 0 0 640 0 0 950 0 0 0 IRE 12 0.75 1.70 2.83 0.00 0.00 6.03 0.00 0.CO 8.96 0.00 0.00 0.00 0.25 0.30 0.17 0.00 0.00 0.03 0.00 0.00 0.01 0.00 0.00 0.00 B.C5 10.12 3.47 0.00 0.00 0.32 0.00 0.00 0.28 0.00 0.00 0.00 O 85 190 0 0 540 0 0 190 0 0 0 1Z70 V IRE D 0.80 1.79 0.00 5.09 0.00 0.00 0.00 0.CO 1.79 0.CO 0.00 H.97 0.20 0.21 0.00 0.00 0.09 0.00 0.00 6.21 0.00 0.00 0.00 0.03 D.92 6.6% 0.00 0.00 1.03 0.00 0.00 73.91 0.00 0.00 0.00 0.D 90 190 0 420 0 0 190 0 0 1040 0 0 IRE 14 0.85 1.79 0.00 3.% 0.00 0.00 1.79 0.00 0.00 9.81 0.00 0.00
, 0.15 0.21 0.00 0.01 0.00 0.00 5.21 0.00 0.00 0.19 0.00 0.00 10.12 6.6% 0.00 0.58 0.00 0.00 71.02 0.00 0.00 1.14 0.00 0.00 90 0 0 440 0 0 0 330 970 0 1200 0 IRE 15 0.85 0.00 0.00 4.15 0.00 0.00 0.00 3.H 9.15 0.00 11.31 0.00 0.15 0.00 0.00 0.15 0.00 0.00 0.00 4.89 0.15 0.00 0.31 0.00 10.12 0.00 0.00 2.05 0.00 0.00 0.00 57.S3 0.91 0.00 1.59- 0.00 85 0 0 440 0 0 206 0 0 1060 1200 1000 l' IDE 16 0.80 0.00 0.00 4.15 0.00 0.00 0.00 1.93 0.00 9.99 H.31 9.43 0.20 0.00 0.00 0.15 0.00 0.00 5.07 0.00 0.00 0.01 0.31 2.57 D.92 0.00 0.00 2.05 0.00 0.00 S .12 0.00 0.00 0.01 1.59 15.26 90 180 0 0 190 0 770 0 970 0 0 0 IRE 17 0.85 1.70 0.00 0.00 1.79 0.00 7.26 0.00 9.15 0.00 0.00 0.00 0.15 0.30 0.00 0.00 3.21 0.00 0.26 0.00 0.15 0.00 0.00 0.00 10.12 30.12 0.00 0.00 60.83 0.00 2.05 0.00 0.91 0.00 0.00 0.00 176
CRACK DEPTH AND ORIENTATION CALCULATIONS CRACK I.D. WEST DIA. DATE : 8-30-84 N to S 45 dog TRANSDUCER
'Isr # -1 2 3 4 5 6 7 8 9 10 11 12 E to WRP 106 212 318 425 530 636 742 848 955 1060 1166 1272 90 190 0 220 0 0 770 210 0 1070 0 1290 IRE IB 0.85 1.79 0.00 2.07 0.00 0.00 7.26 1.98 0.00 10.09 0.00 12.16 0.15 0.21 0.00 1.93 0.00 0.00 0.26 6.02 0.00 0.09 0.00 0.16 10.12 6.64 0.00 42.88 0.00 0.00 2.05 71.79 0.00 0.50 0.00 0.76 85 330 0 0 0 0 390 0 0 1070 0 0 IRE 19 0.80 1.70 0.00 0.00 0.00 0.00 3.68 0.00 0.00 10.09 0.00 0.00 0.20 0.30 0.00 0.00 0.00 0.00 3.32 0.00 0.00 0.09 0.00 0.00 13.92 10.12 0.00 0.00 0.00 0.00 42.11 0.00 0.00 0.50 0.00 0.00 h
177
MUENOW AND ASSOCIATES, INC. CHARLOTTE, NORTH CAROLINA LOUISIANA POWER AND LIGHT WATERFORD NO. 3 NONDESTRUCTIVE TEST EVALUATION OF BASE MAT CONCRETE CRACK DEPTH AND ORIENTATION GRAPHING
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I n.0 5 . . . I I I I 178
MUENOW AND ASSOCIATES, INC. CHARLOTTE, NORTH CAROLINA LOUISIANA POWER AND LIGHT WATERFORD NO. 3 NONDESTRUCTIVE TEST EVALUATION OF BASE MAT CONCRETE CRACK DEPTH AND ORIENTATION GRAPHING CRACK I.D. WEST DIA. DATE : 8-30-84 N to S 45 deg TRANSDUCER o IRE 10, 9 10 11 12 CRACK v INDICATIONv ON SURFACEvOF BASE-MAT SLAB v 1.0 d I ! I I 2.0 3.0 4.0 . . . 5.0 - 6.0+I I I i 7.0 -- l i I 1 I I 8.0 - - 9.0 -- . . . O 10 o -- u.01 l l ; 12.0k . I
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- b 11.0 +
l l 12.0 . I I i 179
MUENOW AND ASSOCIATES, INC. CHARLOTTE, NORTH CAROLINA LOUISIANA POWER AND LIGHT WATERFORD NO. 3
' NONDESTRUCTIVE TEST EVALUATION OF BASE MAT CONCRETE CRACK DEPTH AND ORIENTATION GRAPHING CRACK I.D. WEST DIA. DATE : 8-30-84 N to S 45 deg TRANSDUCER IDE }O. 17 3B 19 CRACK V
INDICATIONV ON SURFACE VOF BASE-MAT SLAB V 1.0 - 2.0 ( 3.01 . . . I I I 4.0 -- . . I I I 5.0 - I I I 6.0 --
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Horizontal Scale is 1.5 Times the Vertical Scale IDE N). CRACK v INDICATIONv ON SURFACE vOF BASE-MAT SLAB v I 1.OA l 2.0 3.0 4.0 - 5.0h 6.0 7.0 8.0 9.0 10.0k 11.0 12.0 l l 180
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,. LINE N0.
CRACK I.D. TEST NO. EXPLANATION * (WestDiagonal) - WD 1/7 3 WD 1/11 4 WD 1/12 4 WD 2/7 3 WD 2/11 4 WD 2/12 4 . WD 4/9 3 WD 4/11 4 WD 4/12 4 WD 6/6 2 WD 7/7 2 WD 8/4 1 WD 8/7 1
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- WD 16/4 1 l WD 16/7 1 WD 16/10 3 i WD 1,6/11 4 l WD 16/12 4 O Wo 17/5 2 S::e Identification and Description of Random Reflectors Orgin Data Page No. 36 181
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MATERIALS AND NONDESTRUCTIVE TESTING 3940 HUNTCUFr CR. CV ARLOTit, idRTH CADCUNA 28211 C' (704) 377 4 1-(70%) 542 2223 IDEt.TIFIC.\ TION AND DESCRIPTION OF RANDDM REFLECTORS
, L illE N O .
CRACK I.D. TEST N0. EXPLANATION
- t WD 17/7 2 WD 18/4 3 WD 18/7 1 WD 18/8 1 WD 18/10 4 WD 18/12 4 WD 19/7 2 WD 19/10 4 J
O O See Identification and Description of Random Reflectors 0rgin Data Page No. O b
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- 0.06 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.47 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 100 0 0 0 0 0 0 0 0 0 0 0 IDE 2 0.94 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.06 0.00 0.00 0.00 0.00 0.00 0.00 0.00 'O.00 0.00 0.00 0.00 3.47 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 90 0 0 0 0 0 0 0 0 0 0 0
~ IDE 3 0.85 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 10.12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 IDE 4 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 12 0 0 0 0 0 0 0 0 0 0 0 IDE 5 0.99 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 " ' ' 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00-O.5B 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 184
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100 200 300 0 0 0 0 0 0 0 0 0 IDE 3 0.94 1.89 2.E3 0.00 0.00 0.00 0.00 0.00 -0.00 0.00 0.00 0.00 0.06 0.;l 0.17 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.47 3.47 3.47 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 W E E O O O O O O O O O IDE 4 0.85 1.79 2.83 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
~ 0.15 0.21 0.17' O.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 10.12 6.64 3.47 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 85 0 0 0 0 0 0 0 0 0 0 0 IDE 5 0.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 13.92 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 l
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MUENOW AND ASSOCIATES, INC. CHARLOTTE, NORTH CAROLINA LOUISIANA POWER AND LIGHT WATERFORD NO. 3 NONDESTRUCTIVE TEST EVALUATION OF BASE MAT CONCRETE CRACK DEPTH AND ORIENTATION GRAPHING CRACK I.D. Be and Ce DATE : 8-30-84 N to S 45 deg TRANSDUCER IDE10. 1 2 3 4 CRACK v INDICATIONv ON SURFACE vOF BASE-MAT SLAB v 1.0 -- ] I I Y 2.0 -- 3.0 - - 4.0 . 5.0 -- .
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MUENOW AND ASSOCIATES, INC. CHARLOTTE, NORTH CAROLINA LOUISIANA POWER AND LIGHT WATERFORD NO. 3 NONDESTRUCTIVE TEST EVALUATION OF BASE MAT CONCRETE CRACK DEPTH AND ORIENTATION GRAPHING CRACK-I.D. .De DATE : 8-30-84 N to S 45 dog TRANSDUCER l IDE }D. 1 2 CRACK v INDICATIONv ON SURFACE OF BASE-MAT SLAB v v l + 1.0h / ) 2.0 -- . . 3.0 -- 4.0 - 5.0 6.0 7.0 - - 8.0 - 1 I 9.0 -- io O 20.0 -- I I 11.0 -
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5 6 7 8 9 10 11 12 E# 1 2 3 4 530 06 742 848 955 1060 1166 1272 76 to M 106 212 318 425 0 640 0 870 0 0 0 0 85 0 0 140 0.00 1.32 0.00 6.03 0.00 8.20 0.00 0.00 0.00 0.00 IRE 1 0.80 0.00 0.00 0.00 0.00 0.00 0.20 0.00 0.00 2.68 0.00 0.03 0.00 0.20 0.00 Q.78 0.00 0.32 0.00 1.41 0.00 0.00 0.00 0.00 D.92 0.00 410 0 0 700 0 480 0 510 0 ' 85 0 17 0 3.87 0.00 0.00 6.60 0.00 4.53 0.00 4.81 0.00
; IRE 2 0.80 0.00 1.60 0.00 6.19 0.00 0.20 0.00 1.40 0.D 0.00 0.00 0.40 0.00 -4.47 1.99 0.00 0.00 3.47 0.00 44.68 ,0.00 52.17 0.00 D.92 0.00 41.08 0 0 290 760 480 0 490 1170 0 90 0 0 0.00 0.00 2.73 7.17 4.53 0.00 4.62 11.03 0.00 IDE 3 0.85 0.00 0.00 5.38 0.03 0.00 0.15 0.00 0.00 0.00 0.00 3.27 0.17 3.47 0.00 0.00 0.00 0.00 50.06 1.32 77.52 0.00 49.35 0.16 0.00 10.12 0.00 2 0 0 0 0 @ 0 0 0 0 H% 0 0.00 0.00 0.00 6.CD 0.00 0.00 0.00 0.00 11.03 0.00 0.00 IDE 4 0.80 0.00 0.00 0.00 0.03 0.00 0.20 0.00 0.00 0.00 0.00 0.03 0.00 0.00 0.00 0.32 0.00 0.00 0.00 0.00 0.16 0.00 D.92 0.00 0.00 h
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MUENOW AND ASSOCIATES, INC. CHARLOTTE, NORTH CAROLINA IDUISIANA POWER AND LIGHT WATERFORD NO. 3 O' NONDESTRUCTIVE TEST EVALUATION OF BASE MAT CONCRETE CRACK DEPTH AND ORIENTATION CALCULATIONS DATE : 8-30-84 N to S 45 deg TRANSDUCER , ! CRACK I.D. Fe 5 6 7 8 9 10 11 12
'!E3r # 1 2 3 4 1166 1272 425 742 848 955 1060
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> 70 270 360 2.55 3.39 4.15 5.19 6.22. 7.92 8.39 9.33 9.93 10.37 IDE 2 0.66 1.60 0.C8 0.61 0.67 1.01 1.63 0.34 0.40 0.45 0.61 0.85 0.81 0.78 8.93 7.32 0.58 4.15 4.08 5.75 8.93 27.26 13.92 30.12 10.12 11.60 610 660 690 940 990 980 1120 100 180 280 360 490 3.39 4.62 5.75 6.22 6.51 8.86 9.33 9.24 10.56 I" IDE - 3 0.94 1.70 2.64 0.14 0.67 1.76 1.44 0.06 0.30 0.36 0.61 0.38 0.25 0.78 1.49 4.71 2.48 7.12 12.94 0.89 4.08 10.79 7.77 3.47- 10.12 7.77 10.12
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- 490 0 0 EB0 970 0 0 900 80 380 " 200 360 3.39 4.62 0.00 0.00 6.51 9.15 0.00 0.00 9.24 IRE 6 0.75 1.70 2.64 0.00 0.00 2.76 0.30 0.36 0.61 0.38 0.00 0.00 1.49 0.15 0.25 0.00 12.94 0.91 0.00 0.00 16.63 18.05 10.12 7.77 10.12 4.71 0.00 i 0 0 0 640 0 0 940 0 790 I 80 380 270 0.00 6.CD 0.00 0.00 8.86 0.00 7.45 0.00 IDE 7 0.75 1.70 2.55 0.00 0.00 3.55 0.00 0.45 0.00 0.00 0.03 0.00 0.00 0.14 0.25 0.30 0.00 0.89 0.00 25.49 0.00
- 38. 2 10.12 10.32 0.00 0.00 0.32 0.00 0 0 0 0 800 0 0 80 385 0 0 S20
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MUENOW AND ASSOCIATES, INC. CHARLOTTE, NORTH CAROLINA LOUISIANA POWER AND LIGHT WATERFORD NO. 3 (] NONDESTRUCTIVE TEST EVALUATION OF BASE MAT CONCRETE
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CRACK DEPTH AND ORIENTATION CALCULATIONS CRACK I.D. He DATE : 8-30-84 N to S 45 deg TRANSDUCER IEST# 1 2 3 4 5 6 7 8 9 10 H 12 PE to VERP 106 212 318 425 S30 636 742 848 955 1060 H66 3272 90 190 0 0 0 640 0 850 0 320 1150 0 0 IDE 1 0.85 1.79 0.00 0.00 0.00 6.CG O.00 8.01 0.00 9.90 10.84 0.00 0.15 0.21 0.00 0.00 0.00 0.03 0.00 0.01 0.00 0.10 0.16 0.00 10.12 6.64 0.00 0.00 0.00 0.32 0.00 0.10 0.00 0.58 0.83 0.00 100 190 0 150 0 0 0 0 190 0 1150 1250 121E 2 0.94 1.79 0.00 1.41 0.00 0.00 0.00 0.00 ,. _l.79 0.00 10.84 H.79 0.06 0.21 0.00 2.59 0.00 0.00 0.00 0.00 7.21 0.00 0.16 0.21 3.47 6.64 0.00 61.32 0.00 0.00 0.00 0.00 76.04 0.00 0.83 1.04 100 190 300 0 0 0 0 410 0 120 1130 2240 IRE 3 0.94 1.79 2.83 0.00 0.00 0.00 0.00 3.87 0.00 9.90 10.65 ll. C
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MUENOW AND ASSOCIATES, INC. CHARLOTTE, NORTH CAROLINA LOUISIANA POWER AND LIGHT O NONDESTRUCTIVE TEST EVALUATION OF BASE MAT CONCRETE WATERFORD NO. 3 CRACK DEPTH AND ORIENTATION CALCULATIONS CRACK I.D. Je DATE : 8-30-84 N to S 45 deg TRANSDUCER
'IEST $1 1 2 3 4 5 6 7 8 9 10 11 12 E to VERI' 106 212 318 425 530 ED6 742 848 955 1060 1166 1272 85 180 310 410 ' 0 760 0 0
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- 10.12 6.64 0.00 1.99 3.47 0.00 0.19 44.23 0.00 1.14 2.39 3.98 90 190 310 370 220 600 410 0 0 1040 1130 1200 IRE 3 0.85 1.~19 2.92 3.49 2.07 5.66 3.E7 0.00 0.00 9.81 10. 6 11.31 0.15 0.21 0.0B 0.51 2.93 0.34 3.D 0.00 0.00 0.19 0.35 0.69 10.12 6.64 L51 8.34 54.67 3.47 39.04 0.00 0.00 Ll4 1.86 3.47
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190 290 0 800 600 0 400 0 1040 1130 1200 IRE 4 0.85 1.79 2.73 0.00 5.00 5.66 0.00 3.77 0.00 9.81 10.65 11.31 0.15 0.21 0.27 0.00 0.00 0.34 0.00 4.23 0.00 0.19 0.35 0.69 10.12 6.64 5.55 0.00 0.04 3.47 0.00 48.27 0.00 1.14 L86 3.47 90 180 0 0 0 0 390 0 0 'no 1140 1290 IRE 5 0.85 1.~10 0.00 0.00 0.00 0.00 3.6B 0.00 0.00 7.26 10.75 12.16 0.15 0.30 0.00 0.00 0.00 0.00 3.32 0.00 0.00 2.74 0.25 0.16 10.12 10.12 0.00 0.00 0.00 0.00 42.11 0.00 0.00 20.6B 1.34 0.76 I b8 - - - - - - - - - - - - - - - - - - - - - - - - - - ~ - - - -
MUENOW AND ASSOCIATES, INC. CHARLOTTE, NORTH CAROLINA ; LOUISIANA POWER AND LIGHT WATERFORD NO. 3 NONDESTRUCTIVE TEST EVALUATION OF BASE MAT CONCRETE CRACK DEPTH AND ORIENTATION GRAPHING i CRACK I.D. Je DATE : 8-30-84 N to S 45 deg TRANSDUCER l LDE N). 1 2 3 4 CRACK INDICATION ON SURFACE OF BASE-MAT SLAB v v v v 1.0h , , 2.0 -- < 3.0h . . 40-- 1 . 5.0 - - l . l 6.0 -- .o 7.0 -- . . . I l 8.0 - I I I I 9.0 - - 10.0 -- . . . 1 J ! ! ! 11.0 + / l l n.0 L .
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's , . IDUISIANA IXMER AND I WATEIRORD NO. 3 -
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MUENOW AND ASSOCIATES, INC. CHARLOTTE, NORTH CAROLINA LOUISIANA POWER AND LIGHT WATERFORD NO. 3 NONDESTRUCTIVE TEST EVALUATION OF BASE MAT CONCRETE CRACK DEPTH AND ORIENTATION CALCULATIONS CRACK I.D. Ke DATE : 8-30-84 N to S 45 deg TRANSDUCER I i TSI # 1 2 3 4 5 6 7 8 9 10 H 12 3B to VERP 106 212 318 425 530 06 742 848 955 1060 1166 1272 i 90 190 300 770 460 0 600 820 890 990 1100 1150 IDE 1 0.85 1.79 2.83 3.49 4.34 0.00 6.41 7.73 8.39 9.33 10.77 10.84 0.15 0.21 0.17 0.51 0.66 0.00 0.99 0.27 0.61 0.67 0.0 10.12 6.64 3.47 1.16 8.34- 8.s 0.00 5.25 1.99 4.15 4.08 3.47 6.09 80 190 200 T10 470 57 0 670 800 890 1010 1090 1210 IDE 2 0.75 1.79 2.64 3.49 4.43 5.37 6.32 7.54 8.39 9.52 10.28 H.41 u - 0.25 0.21 0.36 0.51 0.57 0.0 0.68 0.46 0.61 0.48 0.72
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CRACK DEPTH AND ORIENTATION CALCULATIONS I CRACK I.D. Ke DATE : 8-30-84 N to S 45 deg TRANSDUCER ' O ! 7EST# 1 2 3 4 5 6 7 8 9 10 11 12 PB to VERP 106 212 318 425 530 636 742 848 955 1060 H66 1272 90 DO 260 360 440 S20 610 700 780 890 990 1200 IRE 9 0.85 1.60 2.45 3.39 4.15 4.90 5.75 6.60 7.35 8.39 9.33 H.31 0.15 0.40 0.55 0.61 0.85 1.10 1.25 1.40 1.65 1.61 1.67 0.69 10.12 13.92 12.62 10.12 11.60 12.62 12.25 H.98 12.62 10.85 10.22 3.47 75 160 270 340 440 510 640 700 000 1000 1100 l'.50 IDE 10 0.71 1.51 2.55 3.21 4.15 4.81 6.03 6.60 7.54 10.18 10.37 10.84 0.29 0.49 0.45 0.79 0.85 1.19 0.5r7 1.40 1.46 0.18 0.63 1.16 22.50 18.05 10.12 D.92 H.60 D.92 9.10 H.98 10.94 1.03 3.47 6.09 70 150 230 360 0 0 0 0 0 0 0 0 Y-- IDE H 0.66 1.41 2.17 3.39 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.34 0.5 ~0.83 0.61 0.00 'O.00 0.00 0.00 0.0) 0.00 0.00 0.00 27.26 22.50 20.98 10.12 0.00 0.00 0.00 0.00 0.00 - 0.00 0.00 0.00
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MUENOW AND ASSOCIATES, INC. CHARLOTTE, NORTH CAROLINA LOUISIANA POWER AND LIGHT WATERFORD NO. 3 NONDESTRUCTIVE TEST EVALUATION OF BASE MAT CONCRETE CRACK DEPTH AND ORIENTATION GRAPHING CRACK I.D. Le DATE : 8-30-84 N to S 45 deg TRANSDUCER LDE }O. 1 2 3 4 i
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l MUENOW AND ASSOCIATES, INC. CHARI4TTE, NORTH CAROLINA LOUISIANA POWER AND LIGHT WATERFORD NO. 3 NONDESTRUCTIVE TEST EVALUATION OF BASE MAT CONCRETE CRACK DEPTH AND ORIENTATION GRAPHING CRACK I.D. EAST DIAe3 DATE : 8-30-84 N to S 45 deg TRANSDUCER IDE10. 1 2 3 4 CRACK v INDICATIONv ON SURFACE vOF BASE-MAT SLAB v 1.0 -- Y I I { 2.0 - 3.0 , 4.0 -- . . I I s.0 - I s.0 + . I I 7.0 . I I I a.0 I I I I 9.0+I . . . . 10.0 . . 11.0 . . . .
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- I2?E }D. 13 14 15 CRACK INDICATION ON SURFACE OF BASE-MAT SLAB V V V V , . .
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~
,. LINE NO.
CRACK I.D. TEST NO. EXPLANATION
- DIA e3 1/8 1 DIA e3 2/10 4 DIA e3 3/6 1 DIA e3 3/7 1 DIA e3 3/12 4 DIA e3 4/5 "' '
1
. DIA e3 4/8 1 DIA e3 4/10 3 -
DIA e3 5/4 2 DIA e3 5/6 3 DIA e3 5/7 3 DIA e3 5/11 4 DIA e3 5/12 4 DIA e3 6/6 2 DIA e3 6/7 2 O oIA e3 DIA e3 6/10 7/9 4 3 DIA e3 7/11 4 DIA e3 8/7 2 DIA e3 8/8 . 3 DIA e3 8/10 4 DIA e3 9/10 4 DIA e3 10/4 2 DIA e3 11/3 2 DIA e3 11/6 1 DIA e3 12/2 4
~
1 DIA e3 12/5 1 DIA e3 12/8 1 DIA e3 13/4 1 DIA e3 13/6' 2 DIA e3 13/7 1 DIA e3 13/10 4 DIA e3 13/12 4
, DIA e3 14/4 1 DIA e3 14/6 2 DIA e3 14/7 1 DIA e3 14/11 4 DIA e3 15/4 1 DIA e3 15/6 2 See Identification and Description of Randem Reflectors Orgin Data PageNo.3G 236
N p MIE OW AND ASSOCIATES, INC m CIIAIUDITE, NOITTII CAROLINA
't) IDUISIANA POWEll AND!, ,Jfr WATEltIG D NO. 3 NONDESTittCPIVE EVALUATION OF BASE h!AT CDNCRETE to S CRACK DEPTil AND ORIENTATION DATA S!!EET JULY--AIXR'SP 1984 EAST DIA. S to !;
CRACK IDENTIFICNION OPERA'IDR R. A. !RINOW P.E. INSTRU.IENT NO.B542588 e4 TET 20. I 2 3 4 5 6 7 8 9 10 11 12 1'SFf 'IT) 1 10G 212 318 425 530 63G 742 848 955 1060 11GG 1272 LINE ?D. I 90 0 0 220* 540 680 350* O O O 1180 600* 120 0 155* O O 300 0 0 980 0 540 0 LINE .'O. 2 80 0 150 410 540 310* , 0 0 0 0 550* O O 100 0 0 / 260 0 0 0 1000 0 /0 0
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MUENOW AND ASSOCIATES, INC. CHARLOTTE, NORTH CAROLINA LOUISIANA POWER AND LIGHT WATERFORD NO. 3 NONDESTRUCTIVE TEST EVALUATION OF BASE MAT CONCRETE O CRACK DEPTH AND ORIENTATION CALCULATIONS CRACK I.D. EAST DIAe4 DATE : 8-30-84 N to S 45 deg TRANSDUCER
'IEST # 1 2 3 4 5 6 7 8 9 10 11 12 Msto WRr 106 212 318 425 530 636 742 848 9f25 1060 1166 1272 90 0 0 220 540 600 350 0 0 0 1180 600 IDE 1 0.85 0.00 0.00 2.07 5.09 6.41 3.30 0.00 0.00 0.00 11.13 5.66 0.15 0.00 0.00 1.93 0.09 0.41 3.70 0.00 0.00 0.00 0.D 6.34 10.32 0.00 0.00 42.88 1.03 3.67 48.27 0.00 0.00 0.00 0.64 48.27 80 0 350 410 540 310 0 0 0 0 550 0 IDE 2 0.75 0.00 1.41 3.87 5.09 2.92 0.00 0.00 0.00 0.00 5.19 0.00
_"' O.25 0.00 L99 0.D , 0.09', 3m. 0.00 _ .0.00 0.00 0.00 , 5.81- 0.00 - - - 38.05 0.00 48.27 1.99 1.03 46.48 0.00 0.00 0.00 0.00 48.27 0.00
~~
80 95 340 440 260 0 0 0 0 0 1180 0 IDE 3 0.75 0.90 3.21 4.15 2.45 0.00 0.00 0.00 0.00 0.00 11.D 0.00
. . _ . , 0.25 1.10 0.21 0.15 2.55 0.00 0.00 0.00 0.00 0.00 0.D 38.05 50.96 3.67 'O.00' 2.05 46.32 0.00 0.00 0.00 0.00 0.00 0.64 0.00 85 0 0 0 0 E90 370 0 0 1060 1200 1280 -.O rDE 4 o.ao o.co o.co o.co o.co e.s1 2.49 o.co o.co 9.99 11.21 - 12.07 0.20 0.00 0.00 0.00 0.00 0.51 3.51 0.00 0.00 0.01 0.31 D.92 0.00 0.00 0.00 0.07 0.00 4.44 45.19 0.00 0.00 0.04 1.S9 -0.32 -
T--- 90 0 0 0 0 340 *no 870 0 510 1380
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. _ _ . . ~ .
MUENOW AND ASSOCIATES, INC. CHARLOTTE, NORTH CAROLINA LOUISIANA POWER AND LIGHT WATERFORD NO. 3 NONDESTRUCTIVE TEST EVALUATION OF BASE MAT CONCRETE ( CRACK DEPTH AND ORIENTATION GRAPHING CRACK I.D. EAST DIAe4 DATE : 8-30-84 N to S 45 deg TRANSDUCER LDE 10. 1 2 3 4 CRACK v INDICATIONv ON SURFACE vOF BASE-MAT SLAB v 1.0$ ) ) l 2.0 -- . . 3.0 -- 4.0 - - J 5.0 6.0 . - 7.0 --
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,. LINE NO.
CRACK I.D. TEST N0. EXPLANATION
- DIA e4 1/4 1 DIA e4 1/7 1 DIA e4 1/11 4 DIA e4 1/12 4 DIA e4 2/6 2 DIA e4 2/11 4 DIA e4 3/2 ' ~~
1 DIA e4 3/5 1 - DIA e4 3/11 4 DIA e4 4/6 2 DIA e4 4/7 2 DIA e4 4/10 : 4 DIA e4 4/11 4 DIA e4 4/12 4 DIA e4 5/6 1
~O ota e4 s/7 2 DIA e4 5/8 1 DIA e4 5/10 4 DIA e4 5/11 4 O
See Identification and Description of Random Reflectors,0rgin Data Page No. 3 6 240
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.) IOUISIANA IOWEll AND fr WATDUORD 10. 3 I
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' to S CRACK DEPTH AND ORIEYfATION DATA SIIEET JULY-AUGUST 1984 EAST DIA. OPERNIDR R. A.1RHOW P.E. INSTRU.ENT ?D.B542588 S to 3 CRACK IDE'7fIFICA' ION o 5 __
TBT :D. 1 2 3 4 5 6 7 8 9 10 11 12 1' SIC 'Ir> l 10G 212 318 425 530 636 742 848 955 1000 1100 1272 I.I? I : 0 , 9 85 190 0 400 47 0 0 0 0 0 1 640* O 215 0 440 0 290* O 890 0 0 510* O I 85 190 280 0 0 310* O O 915 1000 520* O I 115 210 0 0 260* 680 0 ' O O O O O 90 190 270 0 265* O O 840 0 0 1140 1240 LINE !O.11 10 210 340 210' O 670 0 0 0 0 0 0 0 0 0 215* 0 620 710 800 470 0 1140 1240 0 0 0 0 0 640 780 440* O O O O
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4fUENOW AND ASSOCIATES, INCn CilARIDITE, NOIEli CATOLINA IDUISIANA l'OWEll AND (,31' CATEllFORD NO. 3
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MUENOW AND ASSOCIATES, INC. CHARLOTTE, NORTH CAROLINA LOUISIANA POWER AND LIGHT WATERFORD NO. 3 NONDESTRUCTIVE TEST EVALUATION OF BASE MAT *. CONCRETE [ CRACK DEPTH AND ORIENTATION CALCULATIONS CRACK I.D. EAST DIAe5 DATE : 8-30-84 N to S 45 deg TRANSDUCER
'IEST # 1 2 3 4 5 6 7 8 9 10 H 12 M5 to MRP 106 212 318 425 530 636 742 848 955 1060 1166 1272 80 380 270 395 470 990 670 875 940 1000 1100 1210 IDE 1 0.75 1.70 2.55 3.72 4.43 5.56 6.32 8.25 8.86 9.43 10.37 H.41 0.25 0.30 0.45 0.28 0.57 0.44 0.68 0.25 0.14 0.57 0.9 0.59 38.Gi 10.12 10.12 4.24 7.31 4.50 6.17 1.73 0.89 3.47 3.47 2.97 75 165 270 340 480 50 640 790 0 0 H40 3200 IDE 2 0.71 1.56 2.55 3.21 4.53 5.56 6.03 7.45 0.00 0.00 10.75 H.31 0.29 0.44 0.45 0.79 0.47 0.44 0.97 0.55 0.00 0.00 0.25 2 0.69 _
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-90 ~ 180 270 390 480 0 - 0 0 0 0 500 0 IDE 3 0.85 1.70 2.55 3.68 4.53 0.00 0.00 0.00 0.00 0.00 4.71 0.00
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0.00- 12.07 ' 0.25 0.26 0.45 0.42 0.00 0.34 0.26 3.95 0.00 5.38 0.00 0.07 38.05 8.34 10.12 6.64 0.00 3.47 2.20 44.23 0.00 49.35 0.00 0.32 -- 3 -80 - 380 0 400 480 SR5 380 0 0 0 1380 0
.- IDE 5 0.75- 1.70 0.00 3.77 4.53 5.61 3.58 0.00 0.00 0.00 H.13 0.00 O.25 0.30 0.00 0.23 0.47 0.39 3.42 0.00 0.00 0.00 0.13 _0.00 ,
38.05 10.12 0.00 3.47 5.99 3.98 43.65 0.00 0.00 0.00 0.64 0.00 75 180 310 370 0 290 0 0 460 0 1350 3280
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~
85 ISO 200 0 490 550 690 840 0 0 H40 1220 IDE 8 0.80 1.70 2.64 0.00 4.62 5.19 6.51 7.92 0.00 0.00 10.75 H.50 0.20 0.30 0.36 0.00 0.38 0.81 0.49 0.08 0.00 0.00 0.25 0.50 13.92 10.12 7.77 0.00 4.71 8.93 4.35 0.58 0.00 0.00 1.34 2.48 i 244 L - ~
CRACK DEPTH AND ORIENTATION CALCUIATIONS CRACK I.D. EAST DIAe5 DATE : 8-30-84 N to S 45 deg TRANSDUCER O TESP # 1 2 3 4 5 6 7 8 9 10 11 12 m to VERI' 106 212 318 425 530 636 742 848 955 1060 1166 3272 85 190 0 400 470 0 0 0 0 0 1170 640 IDE 9 0.80 1.79 0.00 3.77 4.43 0.00 0.00 0.00 0.00 0.00 11.03 6.03 0.20 0.21 0.00 0.23 0.57 0.00 0.00 0.00 0.00 0.00 0.03 5.97 13.92 6.64 0.00 3.47 7.31 0.00 0.00 0.00 0.00 0.00 0.16 44.68 85 190 280 0 0 310 0 0 915 1000 S20 0 IRE 10 0.80 1.79 2.64 0.00 0.00 2.92 0.00 0.00 8.63 9.43 4.90 0.00 0.20 0.21 0.36 0.00 0.00 3.08 0.00 0.00 0.37 0.57 6.10 D.92 6.64 7.77 0.00 0.00 0.00 46.48 0.00 0.00 2.48 3.47 51.20 0.00 90 190 270 0 265 0 0 840 0 0 H40 1240 IRE 11 0.85 1.79 2.55 0.00 2.50 0.00 0.00 7.92 0.00 0.00 10.75 H.S
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-e 0.00 - 0.00 -0.00 1.97 0.00 0.15 0.31 0.46 4.57 0.00 0.25 0.31 0.00 0.00 0.00 44.23 0.00 L51 2.62 3.47 45.88 0.00 1.34 1.51 85 0 310 365 0 600 675 420 0 0 H40 3220 IRE D 0.80 0.00 2.92 3.44 0.00 5.66 6.36 3.96 0.00 0.00 10.75 H.50 O.20 0.00 0.08 0.56 0.00 0.34 0.64 4.04 0.00 0.00 0.25 D.92 0.00 1.51 9.22 0.50.
,. _ 0.00 3.47 5.71 45.58 0.00 0.00 1.34 2.48 - -
' ~
] ~85 "- 0 290 370 0 0 700 740 0 1010 H40 1210 IDE 14 0.80 0.00 2.73 3.49 0.00 0.00 6.60 6.98 0.00 9.52 0.20 0.00 0.27 0.51 0.00 10.75 H.41 0.00 0.40 1.02 0.00 0.48 0.25 0.59 -
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- O O O O O 570 S5 -790 0 0 1140 1230 IRE 16 0.00 0.00 0.00 0.00 0.00 5.37 6.5 7.45 0.00 0.C0 10.75 H.50
! 0.00 0.00 0.00 0.00 0.00 0.63 0.45 0.55 0.00 0.00 0.00 0.00 0.00 0.25 0.40 0.00 0.00 6.64 3.91 4.24 0.00 0.00 1.M 1.99 i 0 0 280 280 0 0 360 800 900 l 1000 0 0 IDE 17 0.00 0.00 2.64 2.64 0.00 0.00 3.39 7.54 8.49 10.38 0.00 0.00 0.00 0.36 1.36 0.00 0.00 0.00 3.61 1 0.46 0.51 0.18 0.00 0.00 0.00 0.00 7.77 27.26 0.00 0.00 46.73 3.47 3.47 1.G3 0.00 0.00 , O 245
MUENOW AND ASSOCIATES, INC. CHARLOTTE, NORTH CAROLINA 1 LOUISIANA POWER AND LIGHT WATERFORD NO. 3 !
, NONDESTRUCTIVE TEST EVALUATION OF BASE MAT CONCRETE (3
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CRACK DEPTH AND ORIENTATION GRAPHING CRACK I.D. EAST DIAe5 DATE : 8-30-84 N to S 45 deg TRANSDUCER IDE 10. 1 2 3 4 CRACK V INDICATION ON SURFACE OFV B A S E --M A T SLAB V V 1.0 f ) f 2.0 3.0 .
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MUENOW AND ASSOCIATES, INC. CHARLOTTE, NORTH CAROLINA LOUISIANA POWER AND LIGHT WATERFORD NO. 3 NONDESTRUCTIVE TEST EVALUATION OF BASE MAT CONCRETE CRACK DEPTH AND ORIENTATION GRAPHING CRACK I.D. EAST DIAes DATE : 8-30-84 N to S 45 deg TRANSDUCER IDE 10. 9 10 11 .12 CRACK v INDICATIONv ON SURFACE vOF BASE-MAT SLAB i v 1.0 -- . ! I ! 2.0 - - l a . 3.0 4.01 . I I I I I s.01 . 6.0 -- . I ! 7.0 -- I I i
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MUENOW AND ASSOCIATES, INC. CHARLOTTE, NORTH CAROLINA LOUISIANA POWER AND LIGHT WATERFORD NO. 3 (~g NONDESTRUCTIVE TEST EVALUATION OF BASE MAT CONCRETE
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, LINE NO.
CRACK I.D. TEST NO. EXPLANATION
- DIA e5 3/11 4 DIA e5 4/8 2 DIA e5 4/10 4 DIA e5 4/12 4 DIA e5 . 5/7 1 DIA e5 5/11 4 DIA e5 6/6 2 DIA e5 6/9 2 DIA e5 6/11 4 .
DIA e5 6/12 4 DIA e5 7/11 4 DIA e5 7/12 4 1 DIA e5 8/11 4 DIA e5 8/12 4 DIA e5 9/11 4 h-s DIA e5 9/12 4 DIA e5 10/6 1 DIA e5 10/9 3 DIA e5 10/10 4 DIA e5 10/11 4 DIA e5 11/5 1 DIA e5 12/4 1 DIA e5 12/9 1 DIA e5 13/9 1 DIA e5 13/11 4 DIA e5 13/12 4 l DIA e5 15/9 1 l DIA e5 17/3 1 l DIA e5 17/4 1 DIA e5 17/7 1
.O Ste Identification O'1 Description of ."edon: Reflectors,0rgin Data Page No. 3(i l- Se
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' to S NONDESTilUCTIVE EVALUATION OF BASE MAT ODNCRElE CRACK DEPfli AND ORIENTATION DATA SIIEET JULY--AUGUST 1984 ChlACK IDENTIFICA'lDN EAST DIA. OPERATOR R. A. MLEDW P.E. INSTRU.RNP ?O.B542588 /
S to F e6 TEST ?O. 1 2 3 4 5 6 7 8 9 10 11 12 MSEC TO _1 106 212 318 425 530 636 742 848 955 10G0 116G 1272 LINE !O. 1 85 170 270 395 460 580 0 0 0 0 1180 0 115 235 0 440 600 0 0 0 1100 0 0 0 75* 180 295 375 0 0 360* ,0 0 1040 0 0 125 215 320 0 0 310* 790 890 0 540* O O 90 190 310 410 0 320* O 800 0 550 1180 600* LINE !O. 3 0 0 315 430 260* 310* 0 0 0 0 570* O 90 180 0 0 0 410*, 0 840 900 0 570 1190 f.TNE !O. 4 y 110 0 390 450 260* O O 850 0 0 0 0 LINE 20. 5 90 190 0 0 0 0 ! 0 840 0 1050 1130 1200 0 0 0 460 0 0 0 0 0 1100 0 1310 LINE ?O.
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MUENOW AND ASSOCIATES, INC. CHARIDTTE, NORTH CAROLINA LOUISIANA POWER AND LIGHT WAT.TREORD NO. 3 NOHDESTRUCTIVE TEST EVALUATION OF BASE MAT CONCRETE CRACK DEPTH AND ORIENTATION CALCULATIONS CRACK I.D. EAST DIAe6 DATE : 8-30-84 N to S 45 deg TRANSDUCER l TESP # 1 2' 3 4 5 6 7 8 9 10 11 12 ' PEi to VERP 106 212 338 425 530 636 742 848 955 1060 1166 1272 85 170 270 460 50 0 0 0 0 13B0 0
< 395l IDE 1 0.80 1.60 2.55 3.72 '
4.'A 5.47 0.00 0.00 0.C0 0.00 11.D 0.00 0.20 0.40 0.45 0.28 0.66 0.53 0.00 0.00 0.00 0.00 0.D 0.00 D.92 D.92 10.12 4.24 8.9 5.55 0.00 0.00 0.00 0.00 0. 61 0.00 75 180 295 375 0 0 360 0 0 1040 0 0 41 IDE 2 0.71 1.70 2.7d 3.54 0.00 0.00 3.39 0.00 0.00 9.81 0.00 0.00 F 0.29 0.30 0.22 0.45< 0.00 - 0.00 3.61 0.00 0.00 0.19 0.00- 0.00 22.50 10.12 4.50 7.48 - 0.00 0.00 46.73 0.00 0.00 1.14 0.00 0.00
~ ~ ~ ~
90 190 ' 310 43D 'O 320 0 890 0 550 - 1180 600 IDE 3 0,85 1.79 2.92 3.87' O.00 3.02 0.00 8.39 0.00 5.19 ll.D 5.66 m ;; 0.15 0.21 0.08 0.D 0.00 2.98 0.00 'O.39 0.00 4.81 0.D 6.34 10.12 6.64 1.51 1.99 0.00 44. 8 0.CD 2.67 0.00 42.88 0.64 48.27 90 180 0 0 0 410 0 840 900 0 570 1190 u; IDE 4 0.85 1.70 0.00 0.00 0.00 3.67 0.00 7.92 8.49 0.00 5.37 11.22 O.15 0.30 0.00 0.00 0.00 2.D 0.00 0.W 0.51 0.00 5.63 0.78 10.12 10.12 0.00 0.00 0.00 28.91 0.09 0.58- 3.47 0.00 46.31- 3.98-90 190 -~~ 0 0 0 0 0 d40 0 120 1130 1200 IDE 5 0.85 1.79 0.00 0.00 0.00 0.00 0.00 7.92 0.00 9.90 10.65 11.31
- 0.15 0.21 0.00 0.00 0.00 0.00 0.00 0.08 - 0.00 0.10 0.35 0.69 '
i-_ 30.12 6.64 0.00 0.00 0.00 0.00 0.00 0.58 0.00 0.58 1.86 3.47 s v
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MUENOW AND ASSOCIATES, INC. CHARLOTTE, NORTH CAROLINA LOUISIANA POWER AND LIGHT WATERFORD NO. 3 NONDESTRUCTIVE TEST EVALUATION OF BASE MAT CONCRETE O O CRACK DEPTH AND ORIENTATION GRAPHING CRACK I.D. EAST DIAe6 DATE : 8-30-84 N to S 45 deg TRANSDUCER LDE N). 1 2 3 4 CRACK INDICATION ON SURFACE vOF BASE-MAT SLAB v v v 1.0 -- k ! 2.0 -- 3.0 --
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,. LINE NO.
CRACK I.D. TEST NO. EXPLANATION
- l DIA e6 1/11 4 DIA e6 2/7 2 DIA e6 2/10 4 DIA e6 3/6 2 DIA e6 3/8 1 DIA e6 3/10 4 DIA e6 3/12 4 DIA e6 4/6 2 DIA e6 4/11 4 ,
DIA e6 5/8 3 0 O See Identification and Description of Random Reflectors Orgin Data Page No. 36 253 _ _,_ _ _ ,_ __ _
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'ITSP DIllECTIN n MUDOW AND ASSOCIATES, INC CIIARIDITE, NOITTH CAIOLINA IDUISIANA IOWElt AND fr WATEllFORD NO. 3 '
' to S NONDFSrillCTIVE EVALUATION OF IL\SE MAT CDNCREIT CRACK DEPTil AND ORIENTATION DATA SIIEET JULY-AUGUb71984 S to !,
CRACK IDENTIFICA' ION EAST DIA. OPEILTIDR R. A. MIEOW P.E. INSTRIMENT ID.B542588 e7 TEST !O. 1 2 3 4 5 6 7 8 9 10 11 12 MSEC 'IO l. 106 212 318 425 530 636 742 848 955 10G0 1166 1272 100 180 275 370 450 590 0 810 885 930* 1120 1180 LINE NO.1 850 0 220 30 0 610 0 0 870 0 510d 0 0 90 180 280 380 470 0 650 790 0 490* O O LINE !O.2 110 215 0 - 460 580 0 0 0 470* O O 34@ 90 180 275 0 500 570 715 790 0 1030 1120 1210 LINE NO. 3 0 0 540
/
220 0 690 770 0 0 1090 0 0 90 180 0 400 470 0 0 0 900 1000 0 0 LINE ?O. 4 0 110 / 0 150 450 0 700 790 , 0 1010 0 0 0 90 0 / 145* 370 480 0 0 820 910 0 0 0 LINE ?O.5 / 115 0 0 460 570 0 0 0 0 1100 0 0 LINE .'O.6 90 0 / 145* O O 610 700 820 0 0 0 1260 0 100 0 0 0 660 770. 0 0 550* 0 0 90 0 0 0 0 600 710 810 900 490* O O LINE PO.7 115 , 0 320 0 0 0 0 0 0 1090 1180 0 85 180 0 400 500 600 730 0 0 0 1130 1240 LINE NO.8 0 0 0 440 550 680 750 0 0 0 0 0
g , MUDOW AND ASSOCIATES, INCm CIIARIDITE, NORTII CAROLINA v l . IOUISIANA ICWElt AND t. jfr WATEIUORD NO. 3 i -
; ,. NONDESTRLLTIVE _ EVALUATION OF BASE MAT 0)NCRETE g3 CRACK DEPfl! AND ORIDITATION DATA SIIEET JULY-AUGUST 1984 CRACK IDDirIFICA10N EAST DIA. OPERA 1DR R.A. MUENOW P.E. INSTRIMDTP ?O.B542588 S to B e7 TFSr N7. 1 2 3 4 5 6 7 8 9 10 11 12 MSEC 'iD _1. 106 212 318 425 530 G36 742 848 955 1000 11GG 1272 g
100 210 270 370 490 0 190* 0 0 0 1140 1240 100 210 345 460 0 230 790 0 990 0 0 0 LINE NO. LINE ?O.
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l 1 MUENOW AND ASSOCIATES, INC. CHARLOTTE, NORTH CAROLINA
. LOUISIANA POWER AND LIGHT WATERFORD NO. 3 NONDESTRUCTIVE TEST EVALUATION OF BASE MAT CONCRETE i
CRACK DEPTH AND ORIENTATION CALCULATIONS i CRACK I.D. EAST DIAe7 DATE : 8-30-84 N to S 45 deg TRANSDUCER l l
'Hsr # 1 2 3 4 5 6 7 8 9 10 11 12 M3 to VERP 106 232 3i8 425 530 06 742 848 955 1060 1166 1272 o 100 180 275
\
370 450 500 0 810 850 930 1120 1180 i IDE 1 0.94 1.70 2.5 3.49 4.24 5.56 0.00 7.64 8.01 8.77 10.56 11.13 0.06 0.30 0.41 0.51 0.76 0.44 0.00 0.36 0.99 1.23 0.44 0.87 3.47 10.12 8.93 8.34 10.12 4.50 0.00 2.72 7.02 8.00 2.39 4.50 90 380 280 380 470 0 650 790 0 490 0 0 IDE 2 0.85 1.70 2.64 3.58 4.43 0.00 6.13 7.45 0.00 4.62 0.00_ .0.00 a 0.35 0.30 0.36 0.42 0.57 0.00 0.87 0.55 0.00 5.38 0.00 0.00 10.32 10.12 7.77 6.64 7.31 0.00 8.10 4.24 0.00 49.35 0.00 0.00
- 90 380 275 0 500 570 735 790 0 1030 1120 1210 2"
- i IDE 3 0.85 L70 2.5 0.00 4.71 5.37~ 6.74 - 7.45 C.00 9.71 10.56 11.41 0.15 0.30 0.41 0.00 0.29 0.63 0.26 0.55 0.00 0.29 0.44 0.59 10.12 10.12 8.93 0.00 3.47 6.64 2.20 4.24 0.00 1.71 2.39 2.97 90 380 0 400 470 0 0 0 900 1000 0 0
, IDE 4 0.85 1.70 0.00 3.77 4.43 0.00 0.00 0.00 8.49 9.43 0.00 'O.00 0.15 0.30 0.00 0.23 0.57 0.00 0.00 0.00 0.51 0.57 0.00 0.00 3% , n 10.12 10.32 0.00 3.47 7.31 0.00 0.00 0.00 3.47 3.47 0.00 0.00' '
90 0 ~ 145 370 480 0 0 820 910 0 0 0 IDE 5 0.85 0.00 1.J7 3.49 4.53 0.00 0.00 7.73 8.58 0.00 0.00 0.00 0.15 0.00 1.63 0.51 0.47 0.00 0.00 0.27 0.42. 0.00 0.00 U- '*l '
- 30.12 0.00 50.06 8.34 5.99 0.00 0.00 / '-
0.00 1.99 2.81 0.00 0.00 0.00
. 90 0 ~~145 0 0 EO 700 820 0 0 0 1260 IDE 6 0.5 0.00 1.37 0.00 0.00 5.75 6.60 7.73 0.00 0.00 0.00 11.b8
~
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0.15 0.00 0.00 0.00 0.00 0.34 0.31 0.36 0.51 5.38 0.00 10.12 0.00 0.00 0.00 0.00 0.00 3.47 2.62 2.72 3.47 49.35 0.00 0.00 85 180 0 400 500 600 730 0 0 0 1130 1240 IDE 8 0.80 1.70 0.00 3.77 4.71 5.66 6.88 0.00 0.00 0.00 10.65 ll.S 0.20 0.30 0.00 0.23 0.29 0.34 0.12 0.00 0.00 0.00 0.35 13.92 10.12 0.00 0.31 3.47 3.47 3.47 0.98 0.00 0.00 0.00 1.86 1.51 0 256 _
MUENOW AND ASSOCIATES, INC. CHARLOTTE, NORTH CAROLINA LOUISIANA POWER AND LIGHT WATERFORD NO. 3 NONDESTRUCTIVE TEST EVALUATION OF BASE MAT CONCRETE O CRACI. DEPTH AND ORIENTATION GRAPHING CRACK I.D. EAST DIAe7 DATE : 8-30-84 N to S 45 deg TRANSDUCER IDE}D. 1 2 3 4 CRACK v INDICATIONv ON SURFAbE vOF BASE-MAT SLAB v
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, LINE NO.
CRACK I.D. . TEST NO. EXPLANATION
- DIA e7 2/10 4 DIA e7 5/3 2 DIA e7 6/3 1 DIA e7 6/12 4 DIA e7 7/10 4 DIA e7 8/11 4 DIA e7 8/12 4 DIA e7 9/7 1 DIA e7- 9/11 4 DIA e7 9/12 4 0
1 i 4 4-O 1 See Identification and Description of Random Reflectors Orgin Data Page No. 3 6
. _ _ _ ___ _ _. 20@. _ . . _ _ . _ . _. ___,__._, _ _ _._ .._....__ _ _.___
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; IOUISIANA KMER AND fr WATERRXtD NO. 3 to S NONDEb7HLCTIVE EVALUATION OF BASE MAT CONCRUIT CIMCK DDrrl! AND ORIENTATION DATA SIIEEP JULY-AUGLST 1984 S to ?;
GACK IDEirIFICA1DN EAST DIA. opERXIOR R.A. MIE OW P.E. INSTRLMENT ?D.B542588 e 8 TET ?O. 1 2 3 4 5 6 7 8 9 10 11 12 MSEC 70 _1. 106 212 318 425 530 636 742 848 955 10GO 11GG 1272 LINE ?O. 1 75* 170 260 0 0 0 740 0 0 0 1140 1210 115 230 330 0 580 0 370 0 990 0 0 0 , 85 180 0 ; O O O 39.0* O o o o 115 210 0 0~ 590 310* 0 0 995 0 0 121@ 310 0 0 0 0 0 930 101 1110 119 LINE :D. 3 0 0 0 0 590 0 0 0 980 1090 0 0 85 180 0 225* 480 570 0 810 990 1010 1120 0 LINE ?O. 4 y 115 215 180* O 570 690 0 0 1010 0 0 0
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MUENOW AND ASSOCIATES, INC. CHARLOTTE, NORTH CAROLINA LOUISIANA POWER AND LIGHT WATERFORD NO. 3 NONDESTRUCTIVE TEST EVALUATION OF BASE MAT CONCRETE O- CRACK DEPTH AND ORIENTATION CALCULATIONS CRACK I.D. EAST DIAe8 DATE : 8-30-84 N to S 45 dag TRANSDUCER TET# 1 2 3 4 5 6 7 8 9 10 11 12 Ms to VIRP 106 212 318 425 530 636 742 848 935 1060 1166 1272 75 170 260 0 0 0 740 0 0 0 H40 1210 IDE 1 0.71 1.60 2.45 0.00 0.00 0.00 6.98 0.00 0.00 0.00 10.75 n.41 0.29 0.40 0.5 0.00 0.00 0.00 0.02 0.00 0.00 0.00 0.25 0.59 22.50 13.92 12.62 0.00 0.00 0.00 0.19 0.00 0.00 0.00 1.34 2.97 E ISO 0 0 0 0 390 0 0 0 0 0 IDE 2 0.80 1.70 0.00 0.00 0.00 0.00 3.68 0.00 0.00 0.00 0.00 0.00 I '",_ ., 0.20 0.30 0.00 0.00 0.00 -0.00 3.32 0.00 0.00 0.00 0.00 0.00-D.92 10.12 0.00 0.00 0.00 0.00 42.11 0.00 0.00 , 0.00 0.00 0.00 0 ~0 310 0 0 0 0 0 930 1010 1110 1190 .. o - 12NC 3 0.00 0.00 2.92 0.00 0.00 0.00 0.00 0.00 8.77 9.52 10.47 11.22 p= 0.00 0.00 0.08 0.00 0.00 0.00 0.00 0.00 0.23 0.48 0.53 0.78 0.00 0.00 1.51 0.00 0.00 0.00 0.00 0.00 L51 2.57 2.93 3.98 85 380 0 225 480 570 0 810 900 1010 1120 0 IDE 4 0.80 1.70 0.00 2.12 4.53 5.37 0.00 7.64 8.49 9.52 10.56 0.00 0.20 0.30 0.00. 1.m 0.47 0.63 0.00 0.36 0.51 0.48 0.44 0.00 g, 13.92 10.32 0.00 41.53 5.99 6.64 0.00 2.72 3.47 2.87 2.39 0.00 , 85 0 ^ 385 0 490 580 360 800 890 1010 1110 0 IDE 5 0.80 0.00 1.74 0.00 4.62 5.47 3.39 7.54 8.39 9.52 10.47 0.00 , 0.20 0.00 1.26 0.00 0.38 0.53 3.61 0.46 -0.61 0.48 0.53 0.00 - X '~ D.92 0.00 35.75 0.00 4.71 5.55 46.73 3.47 4.15 2.87 2.93 0.00 '~ 85 0 0 450 0 320 "no 0 470 0 1140 1220 -
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MUENOW AND ASSOCIATES, INC. CHARLOTTE, NORTH CAROLINA LOUISIANA POWER AND LIGHT WATERFORD NO. 3 NONDESTRUCTIVE TEST EVALUATION OF BASE MAT CONCRETE CRACK DEPTH AND ORIENTATION GRAPHING CRACK I.D. EAST DIAe8 DATE : 8-30-84 N to S 45 deg TRANSDUCER IDE N).' 1 2 3 4 i CRACK V INDICATIONV ON SURFACE VOF BASE-MAT SLAB V 1.od I
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, LINE NO.
CRACK I.D. TEST NO. . E"PLANATION* DIA e8 1/7 1 DIA e8 1/11 4 DIA e8 1/12 4 DIA e8 2/7 1 DIA e8 3/3 2 DIA e8 5/3 2 DIA e8 5/7 2 DIA e8 6/4 1 DIA e8 6/6 1 DIA e8 6/7 1 DIA e8 6/9 1 DIA e8 6/11 4 DIA e8 6/12 4 DIA e8 7/8 1 O A i i O ' d
... t See Identification and Description of Random Reflectors Orgin Data Page No. 36 263
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. EfUEPOW AND ASSOCIATES, INC. CHARIDITE, NOff1TI CAROLINA IDUISIANA POWER AND CATERFORD NO. 3 NONDESTRUCTIVE EVALUATION OF BASE 11AT CDNCRETE CRACK DEPfli AND ORIENTATION DATA SHEET JULY-AUGLST 1984 EAST DIA. OPERA'IOR R. A. if1EOW P.E. INSTRIA0ihT NO.B542588 S to B CILEK IDCTIFICA' ION ,
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M MUENOW AND ASSOCIATES, INC. CHARLOTTE, NORTH CAROLINA LOUISIANA POWER AND LIGHT WATERFORD NO. 3 NONDESTRUCTIVE TEST EVALUATION OF BASE MAT CONCRETE CRACK DEPTH AND ORIENTATION CALCUIATIONS CRACK I.D. EAST DIAe9 DATE : 8-30-84 N to S 45 deg TRANSDUCER f TEST # 1 2 3 4 5 6 7 8 9 10 11 12 Mito WRP 106 212 338 425 !DO ED6 742 848 955 1060 1166 1272 100 190 305 405 540 0 0 0 0 580 1170 1240 IDE 1 0.94 1.79 2.88 3.82 5.09 0.00 0.00 0.00 0.00 5.47 11.03 11.69 0.06 0.21 0.12 0.18 0.09 0.00 0.00 0.00 0.00 4.!D 0.03 0.31 3.47 6.64 2.48 2.72 1.CD 0.00 0.00 0.00 0.00 39.65 0.16 1.51 100 380 330 390 480 0 0 0 490 0 1350 0 IDE 2 0.94 1.?O 2.92 3.68 4.53 0.00 0.00 0.00 4.62 0.00 10.84 0.00 0.06 0.30 0.CB 0.32 0.47 0.00 0.00 0.00 4.38 0.00 0.16 0.00
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CRACK DEPTH AND ORIENTATION CALCULATIONS CRACK I.D. EAST DIAe9 DATE : 8-30-84 N to S 45 deg TRANSDUCER O TEST # 1 2 3 4 5 6 7 Mi to VERP 106 8 9 10 H 12 212 318 425 !DO 636 742 848 955 1060 H66 1272 85 0 0 0 510 610 0 0 0 1D70 H70 1270 IDE 9 0.80 0.00 0.00 0.00 4.81 5.75 0.00 0.00 0.00 10.09 11.03 11.97 0.20 0.00 0.00 0.00 0.19 0.25 0.00 0.00 0.00 0.09 0.03 0.03 D.92 0.00 0.00 0.00 2.28 2.48 0.00 0.00 0.00 0.50 0.16 0.D 85 0 310 0 510 500 0 0 480 1080 1180 1260 IDE 10 0.80 0.00 2.92 0.00 4.81 5.56 0.00 0.00 4.53 10.18 11.D H.88 0.20 0.00 0.08 0.00 0.19 0.44 0.00 0.00 4.47 0.18 0.13 0.12 D.92 0.00 1.51 0.00 2.28 4.50 0.00 0.00 44.68 1.03 0.64 0.58 95 0 310 215 0 300 0 850 0 0 1270 1280 IDE 11 0.90 0.00 2.92 2.03 0.00 2.83 0.00 8.01 0.00 0.00 11.97 12.07 0.10 0.00 0.08 1.97 0.00 3.17 0.00 0.01 0.00 0.00 0.97 0.07
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- 10NDFS11uCPIVE TEST EVALUATICE OF BASE MAT 00NCRETE CRACK DEPfli AND ORIDTPATION GRAPHIC SHEET 60* TRANSDLCER 4
0 284
MUENOW AND ASSOCIATES, INC. CHARLOTTE, NORTH CAROLINA LOUISIANA POWER AND LIGHT WATERFORD N0. 3 DESCRIPTION OF 60 TRANSDUCER INTERNAL REFLECTOR DATA These Microsecond Readings T Are For General Location of Crack Crack The Cracks Only And Are Related ID' ID - To The 105 Foot Line 1 2 0 @ O Lin No. O Microsecond to Re- 7800 6 7450 3 flec or 4 Horizon al f to 90@ 86 reflector
~
@ General Description of Data Related to 105 Foot Test Line h Crack Identification Number h Test Line Number (See Drawing No. 11) h Microseconds to Internal Reflector h Horizontal Distance to Internal Reflector from 105 Foot Test Line h Actual Microsecond Reading S
h Actual llorizontal Distance to Reflector from 105 Foot Test Line O i 285
.6 i T MUENOW AND ASSOCIATES, INC. CHARLOTTE,!NORT,H CAROLINA LOUISIANA POWER AND LIGHT UATERFORD NO. 3 .
NONDESTRUCTlVE TEST' EVALUATION OF BASd MAT dONCRETE" i CRACK DEPTH AND ORIENTATION DATA' S!!EETS 60 TRANSDUCER These microsecond readings CRACK CRACK CRACK CRACK CRACK CRACK CRAC.Y are for general location of ID. ID. ID. ID. ID. ID. ID. the cracks only and are 1 2 3 4 5 6 7 related tn the 105' lino LINE NO. O msec.to refl. 7800 7450 11350 9360 8400 horiz. f t to refl. 90 86 0 131 108 0 97 LINE NO. 30 " 7800 7360 11260 9360 , 8400 90 85 0 130 108 0 97 LINE NO. 35 " 7800 7360 11260 9360 8320 90 85 0 130 108 0 96 LINE NO. 40 " 7800 7280 11260 9360 8400 90 84 0 130 108 0 97 1 LINE NO. 45 " 7710 7280 11090 9440 8490 - 89 84 0 128 109 0 98 e m LINE NO. 50 " 7710 7190 11170 9360 8320 89 83 0 129 108 0 96 LINE NO, 55 " 7710 7100 11170 9270 4160 8320 89 82 0 129 107 48 46 LINE NO. 60 " 7620 7020 11090 9270 4240 8230 88 81 0 128 107 49 95 LINE NO. G5 " 7620 9930 8750 11100 9530 4500 8320 88 80 101 127 110 52 96 LINE NO. 70 " 7620 6840 8750 10910 9620 4680 8140 88 79 101 126 111 54 94 LINE NO. 75 " 7540 6670 8660 10830 9530 4940 8320
., 87 77 100 125 110 57 96 LINE NO. 77 "
7450 6500 8600 10740 9530 4940 8230 NORTil-SQUTil CENTERLINE 86 75 100,m 124 l 110, ' ' 57 95 I '4
MUENOW AND ASSOCIATES, INC. CHARLOTTE, NORTH CAROLINA LOUISIANA POWER AND LIGHT WATERFORD NO;. 3 .', _ NONDESTRUCTIVE TEST EVALUATION OF BASE MAT CONCRETE ' ' ' CRACK DEPTH AND ORIENTATION DATA SHEETS 60 TRANSDUCER l CRACK CRACK CRACK CRACK CRACK CRACK CRACK ae o genera ocat n of ID. ID. ID. ID. ID. ID. ID. the cracks only and are 5 6 7 1 2 3 4 related to the 105' line LINE NO.75e msec.to ref1 7450 6240 8660 10570 9530 4850 8230 horiz.ft to refl. 84 72 100 122 110 56 95 LINE NO. 70e " 7450 5980 8660 10480 9440 4590 8320 8G 69 100 121 109 53 96 LINE NO. 65e 7450 5890 8660 10400 9360 4500 8140 86 68 100 120 108 52 94 LINE NO. 60e 7360 5800 8660 10440 9360 4330 8230 85 67 100 12'O 108 50 45 LINE NO. 55e 7360 5720 8580 10310 9440 8230 85 66 99 119 109 0 95 LINE NO. 50e 7360 5720 10220 9440 8140 s 85 66 0 118 100 0 94 E LINE NO. 45e " 7360 56 L.0 10220 9360 8060 85 65 0 118 108 0 93 LINE NO. 40e 7280 5540 i 10220 9360 8140 84 84 0 118 108 0 94 LINE NO. 35e 7280 5460 10220 9270 7970 84 63 0 118 107 0 92 LINE NO. 30e 7280 5280 10140 9270 8060 84 61 0 117 107 0 93 LINE NO. De 7280 5280 10140 9270 8140
.. 84 '61 0 117 107 0 94 I L t , 's ? I 1
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l l O CRACK NO. I h V N l I- ._ _ __ _. - - m- - - - l l l l l 1 l l i MUINOW AND ASSOCIATES, INC. CHARIDITE, NOIMI CAROLINA . t IDUISIANA IMER AND LIGrr WATERIORD hD. 3 NONDESTRLUTIVE TEST EVALUATION OF B.EE MAT CONCRETE l CRACK DEPDI AND ORIENTATION GRAlHIC SHEEP l GO TRANSDUCER 288
MUDOW AND ASEOCIATES, INC. CIIARIDPrh, EGl;ni dAIOLINd / IDUISANA TOfFR L LIGTP W A'IT1;I U O N O . 3 : ' CRACK 10.1 FKANDESTRlCTIVE. TIER EVALUATION OF IIASE MAT CO9CIEIE : CRACK DEPfli AND ORIINrATICN DATA SilU?r l GO* TRANSrilUlt Distance to reflector as TEST IOCATION - liORI7tRFAL DIST.ECC IPCf.1 shown, is data processed, so EAST ' WEST CENTERLINE (IT.) 00* TRANSDUCER that 105 foot test location is base line. UEST SIDE OF RCB 105' ))O' 115' 120' 125' 130' 135' 140' It'E fiO. O TO C R - FT. TO REFLECTOR 90 89 89 87 88 90 91 89 (llE 110. 30 7800 7800 7800 7880 7710 7800 7880 7800 90 90 90 91 89 90 91 90 (flE fl0. 35 7800 7800 7800 7710 7710 7710 7710 7800 90 90 90 89 89 89 89 90 (NE fl0. 40 7800 7800 7880 7710 7800 i 7710 . 7620 7800 90 90 91 89 90 89 . 88 90
- llE N0. 45 7710 7710 7520 7800 7710 7800 7880 7710 89 89 88 90 89 90 91 89 (flE fl0. 50 7710 7710 7800 7880 7880 7880 7800 7710 89 89 90 91 91 91 90 89 thNO.55 "
7710 7710 7710 7800 7800 7800 /880 7800 89 89 39 90 ' , 90 90 91 90 tlE NO. 60 7620 7800 7710 7620 7540 7620 7710 7830 88 90 89 88 87 88 89 90 .f4E T10 , 6 5 " 7620 7710 7710 7800 7710 7800 7710 7800 88 89 89 90 89 90 89 90 NE N0. 70 7620 7540 7710 7710 7300 7880 7710 7620 88 87 89 89 90 91 89 33 TIE NO. 75 7540 7620 7710' 7540 7450 7540 7620 7540 87 88 89 87 86 87 88 87
~
NE NO. 77 7450 7360 7450 7540 75'40 - 7540 7540 7540 lRTH/ SOUTH C RLINE 86 85 e 85 ; 87 b N7- 87 87 87
3
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MUDOW AND ASSOCIATES, INC. CllARIIJITE, !JORTIl CAlOLINA o-IDUISANA IOW131.h LIGrr . WA'ITRIUID!NO 3 CRACK ID.1 10NDESDllCTIVE TEST EVALUATION OF 11ASE MAT G)NCRETE , CRACK DD7Fil AND ORIENTETION DATA Sl'IET *- ' . 60* TRANSDLCER 8/84 istance to reflector as TEST IOCAT]ON - lloitI20TTAL DISTANCE Mnf bown, is data processed, so EASP WEST CElfrERLINE (17.) 60* TRANSDUCD1 bat 105 foot test location EAST SIDE OF RCB s base 1ine. - 305' 110' 115' 120' 125' 130' 135' 140' BIE 10. 75e msec to reflec. 7450 7450 7280 7360 7450 7280 7360 7360 loriz. f t. to reflec. 84 86 84 85 86 84 85 85 3!E 10. 70e 7450 7450 7280 71C5 7280 7280 73GO 7450 86 86 84 83 84 84 85 86 .INE 10. 65e " 7450 7450 7620 7540 7620 73G0 7280 7360 8G 87 88 87 88 85 84 85 .INE 10. 60e . 7300 7360 7360 7360' 7300 7280 7190 7280 85 85 85 85 85 84 83 84 ,I!E 10. 55e "
, 7360 7280 7360 7360 7300 7280 73G0 73GO 85 84 85 85 85 84 85 85
,INE FD. 50e " 7360 73GO 7360 73GO 7360 7450 7510 7450 o 85' 85 .' 85 85 85 8G 87 85 % Ils 10. 45e 73G0 7280 7190 7280 7190 7280 7100 7190 85 84 83 84 83 84 83 83 ,INE 10. 40e " 7280 7100 7020 7020 7190 7280 7200 7280 84 82 81 81 83 84 84 81 I!E 10. 35e 7280 7280 7190 7100 7020 6930 7100 7100 84 84 83 82 81 80 83 82 TJNE 10. 30e 7280 7280 7190 7190 7100 7190 7280 7190 84 84 83 83 82 83 84 83 BNE ?O. De 7280 7280 7190 7100 7190 7280 7280 7100 84 84 83 82 83 84 84 82 e i e Ll -
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ry I !. y CRACK NO. 2 . h N _u f m - _ I I MUENOW AND ASSOCIATES, INC.. CHARIDITE, NORTH CAIOLINA e IDUISIANA IUVER AND LIGirr WATERFORD NO. 3 NONDESTRUCTIVE TEST EVALUATION OF BASE MAT CONCRETE CRACK DEPTH AND ORIENTATION GRRPHIC SHEET (10 TRANSDLCER s'@ _. . - . . .. .- .
j . MlENOW .tND ASSOCIATES, INC. Cl!AllIDITE, I;OIlTil* Call 0 LINA IDUISANA XY)WER & LIGirr WATBlIUitD 10. 3 CRACK No. 2 NONDESITllCTIVE TiWl' EVALUATION OF 11ASE MAT ON1 TETE CRACK DBTil 60*AND O!?IDirATIGi DATA Sl{B.T TRANSDUCETl istance to ref1ector as TEST 10 CATION - IlORI20.TAL DISTANCE Flul down, is data processed, so EASP WESP CIWrERLINI-; (FT.) 60* TRANSDilCER hat 105 foot test location EAST SIDE OF RC8 s base line. . 105' 110' 115' 120' 125' 130' 135' 140' NE NO. 70e MICR0 SEC 6240 6320 6410 6320 6240 6150 6150 6240 TO REFLECTOR FT. TO REFLECTOR 72 73 74 73 72 71 71 72 NE NO. 65e 5980 5980 5890 5800 5890 5980 6060 5890 69 69 68 67 63 69 70 68 NE 110. 60e 5890 5800 5720 5800 5890 5890 5890 -5890 68 67 66 67 _ 68 68 68 68 lilE NO. 55e 5800 5800 5980 5890 5800 5800 5890 5800 67 67 69 68 67 67 - 68 67 hitNO.50e " 5720 5720 5630 5540 5630 5630 5720 5720 g 66 " 66 65 64 65 65 66 66 (flE !!0. 45e 5720 5720 5800 '890 5800 5720 5800 5800
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66 66 67 63 67- 66 67 67 [HE N0. 40e 5630 5540 5460 5630 5720 5800 5800 5720 65 64 63 65 66 67 67 66
- llE NO. 35e 5540 5540 5460 5540 5460 5460 5540 5540 64 ' 64 63 64 63 63 60 62
- NE NO. 30e 5460 5460 5460 5370 5280 5200 5200 5370 63 63 63 62 61 61 60 62
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(NE NO. De 5280 5280 5280 5200 5110 5200 5280 5110 61 61 '61 60 59 60 61 59 S 0 [ O ' O O
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MLTNOW AND ASTCIATES, INC. Cll11tIUlTE, NQRTil CA!OLINA TOUISANA POWD1 & LIGIF WATDQURD QD. 316 , CRACK NO. 2 NENDESTRUCTIVE TESP LYALUATION OF IIASE ETT CONCIILTE CRACK DElfril AND ORIEirATION DATA SipEr *; . GO" TRA*;SD1X'ER listance to reflector as TEST IOCATION - IlOllI7HirAL DISTA';CE Fini hown, is data processed, so EAST WEST CE'(FERLINE (Fr. ) 60 TRANSDUCER hat 105 foot test location HEST SIDE OF RCB s base line. .- 105' 110' 115' 120' 125' 130' 135' 140' fiE NO. O 7450 7540 7540 7620 7540 7450 7230 TO R C 7190 FT. TO REFLECTOR 86 87 87 88 87 86 84 83 NE t:0-. 30 7360 7450 7540 7540 7450 7360 7280 7280 85 86 87 87 86 85 84 84 llE i;0. 35 " 7360 7540 7620 7450 74.50 7280 7100 J02D-~ 85 87 88 86 86 84 82 81 6 ?iE fl0. 40 " 7280 7360 7450 7450 7360 7280 7280 7100 84 85 86 86 85 84 84 82 ?iE NO. 45 . 7280 7360 7450 7280 7190 7100 7020 7020 84 85 86 84 83 82 81 81 ?iE fl0. 50 " 7190 '7280 7360 7280 7360 7100 7020 7100 c, 83 34 85 84 85 82 81 82 ZE NO. 55 7100 7190 ' 7280 7190 728'O 70~ '20
~ 7020 7100
, ra 82 -83 84 83 84 81 81 82
!!E t!0. 60 " 7020 7100 '7190 7280 7190 7100 7020 7100 81 81 93* 84 83 82 81 82 ?lE t10 . 6 5 6930 6840 6930 7020 6930 7100 6930 6840 80 79 __ 80 81 80 82 80 79 FIE t;0. 70 6840 6930 7020 6930 6840 6930 6930 6840 79 80 31 80 79 80 80 79 ME fl0. 75 " 6670 6580 6500 6690 6690 6760 6840 6670 77 76 _ 75 77 77 78 79 77 NE NO. 77 6500 6410 6580 . 6 6.7,0 ' 6780 6410 6500 6410 RTH/SOUTHCLhRLINE 75 L74 [ 76 h l 77 ,' , 76. , 74 75 $ 74
96Z l CRACK NO. 3 eg
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i t l l . MUEOW AND ASTCIATES, INC. CIIARIDITE, NORrli CAIOLINA LOUISIANA POWER AND LIGIIP WATERFORD NO. 3 NONDESTRUCTIVE TEST EVAIlJATION OF BASE MAT WNCRETE CRACK DELTrli AND ORIENTATION GRAPIIIC SIIEET 60' TRANSDUCER
4
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f , MUIEW AND ASmCIATES, I.NC. CIIARIDITE, FORTII CAIOLINA TOUISANA 1~OWER k LIGirr WATEREOllD 40. 3 ' CRACK 10. 3 NONDFSITllLTIVE TESI' EVAT.UATION OF BASE MAT CONCRI.TE CRACK DEI'lli AND OllIENTATION DATA SIIElT .' GO 'TRANSDit 3R TESP U) CATION - Il0RI7MPAL DISrNEE F110h! n s ata r sed,.so IE .)GO*U M M hat 105 foot test location ' WEST SIDE OF RCB s base line. - 105' 110' 115' 120' 125' 130' 135' 140' fiE NO. O MICR0 SEC TO REFLECTOR FT. TO REFLECTOR 0 NEfl0. 30 " 0 RE [10. 35 0
" I b1ENO.40 -
0 , NE f40. 45 m
- O .
K flE fi0. 50 " 0 . flE fi0. 55 ' 0 . flE fl0. 60 " 0 fiE fl0. 65 " 8750 8660 8580 8490 8660 8750 8750 8560 101 100 99 98 100 101 101 IQ9 fiE f40. 70 8750 8660 8590 8580 8490 8580 8660 8660 101 100 99 99 93 99 100 100 flE fi0. 75 8660 8660 8660 8660 C660 8660 8660 8750
. 100 100 100 100 100 100 100 101 NE fl0. 77 8660 8360 86Ei(i '8756 . 3830 8750 8660 8750 IRTil/SOUTil ChRLINE 100 100 i 103 h 101)l 10;! ,1 101 100 101 3 .-
4
- _.. i MUEfDW AND ASSOCINtTS, 'INC. CllARIDITE, NQRTil ChlOLINA II)UISANA IG131 & LIGiff WATERIUby10. 3 CRACK 10. 3 NONDESTRUCTIVE TESP. EVALUATION OF BASE MAT CDNCRETE CRACK DEI 7fil AND ORIFNTATION DATA S5EET ' .
8/84 60* TRANSDIDJt istance to reflector as TEST IOCATION - IlOllIZCNTAL I$1 STANCE FTION hown, is data processed, so EASP WESP CENTERLINE (FT.) 60* 'ITIANSDUCEll lat 105 foot test location EAST SIDE OF RCD s base line. - 105' 110' ' 115' 120' 125' ' 130' 135' 140.' INF 10. 75e msee to reflec. 86GO 8GGO 8580 8490 BGGO 8570 8G60 86G0 horz. ft. to rf 100 100 99 08 100 101 100 100
=
INE 10. 70e " 8660 86GO 8580 8660 8C00 8600 86GO 8GGO 100 100 09 100 100 100 300 100 INE 10. 65e " 8GC0 8GGO 8G60 8GGO 8490 8000 8750 8750 100 100 100 100 08~ 100 101 101 IN110. G0e " 86G0 8C00 8000 8660 8750 8750 8000 BCGO 100 100 100 100 101 101 100 100 INE NO. 55e "
, 8580 8060 8750 8750 8CCO 8G60 80C0 86GO
,- 99 100 101 101 100 100 100 100 INE ?O. 50e 0 .
- ?.
0 HNE NO. 45e 7-ZNE 10. 40e O NE ID. 35e " 0 - l " HNE ?D. 30e 0 F " ENE PD. Oe O e ; e ,:
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/'3 CRACK NO. 4 V
19 N e i 1 4 i l l 1 l '
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l l MUENOW AND ASSOCIATES, INC. CHARIDITE, NORTH CAllOLINA . l (
#' IDUISIANA POWER AND LIGir WATERFORD NO. 3 i NONDESITIUCTIVE TEST EVALUATION OF BASE MAT 00NGETE CRACK DEPTII AND ORIENTATION GRAPIIIC SHEET GO TlWNSDUCIR 297 __ __
MUENOW AhT) ASSOCINfES, INC. CllARIOPrE, Ndim! CMOLIM ID01 SANA POh12t & LIGU' WATERIORDlNO. 3 . , CRACK 10. 4 NONDESntOCTIVE TESP EVALUATION OF IMSE MAT 00NCitLTE CRACK DEFril AND Oll1ETATION DATA S11EET *- t 60* TlWISDICER 0 stance to reflector as TEST LOCATION - IlORI2rRfAL DISTANCE FIGl lown, is data processed, so EASP hTSP CENTERLINE (FP.) 60" TRNiSDUCER Tat 105 foot test location WEST SIDE OF RCB base 1ine. - 105' 110' 115' 120' 125' 130' 135' 140' !INE N0. O MICR0 SEC 11350 11350 11430 11520 11610 11430 11430 11430 131 131 132 rr $_hhhh$$ 133 134 132 132 132 INE F10. 30 11260 11260 11350 11430 11520 11350 11430 11430 1 130 130 131 132 133 131 132 132 INE N0. 35 11260 11170 11350 11350 11350 11350 11610' ~ 11350 l I 130 129 131 ,, 131 131____ 131 134 131 INENO.40 " 11260 11260 11350 116'10 .11610 ' 11430 11520 .11430 130 1 130 131 134 134 132- 133 132 INE NO. 45 , 11090 11090 11170 11170 11260 11350 11170 11170 128 128 129 129 130 131 129 ItlE T10. 50 " 129g 11170 11170 11170 .1088 11170 11260 11170 11260 129 129 129 128 129 130 129 130 I!1E [10. 55 11174 11170 11170 11170 11000 11090 11170 11350 129 129 129 129 127 123 129 131 INE NO (.60 11090 11090 11000 11090 11090 11090 11170 11260 128 128 127 128 127 128 129 130 INE fl0. 65 11000 11000 11000 10910 11090 11090 11170 11170 127 127 127 126 128 128 - 129 129 INE NO. 70 10910 10910 10830 10740 10830 10910 11000 11090 126 126 125 124 125 126 127 128
" ~
INE NO. 75 10830 10830 10910 11000 11090 10910 11000 11090 125 125 126 127 128 126 127 128 INE N0. 77 10740 10740 10830 10910 11000 10740 10830 10830
)RTil/ SOUTH ChRLINE _ _
124 124 12h 126: ' 127- 124 12 125
MUENOW AND ASSOCIATES, INC. CIMllIDITE, NOltT!! CAIOLINA IOUISANA TOWEll k LIGir WATFItFORD ?O. 3 CRACK NO. 4 NONDES111UCTIVE TESP EVALUNTION OF BASE MAT CONCillTE CRACK DB7Fl! AND ORIINTATION DATA SIIEUP W ' .*:: 60' TRANSDUCFR *- 8/84 istance to reflector as TFET IOCATION - IlORI2 ENTAL DISTANCE Fic0M lown, is data processed, so EAST WEST CDirERLINE (Fr.) 60* TRANSDUCER lat 105 foot test location EASP SIDE OF RC3 s base line. .- 105' 110' 115' 120' 125' 130' 135' 140' NE 10. 75e msec to reflec. 10570 10570 10G60 10740 10830 10740 10570 10570 lioriz. ft to reflect. 122 122 123 124 125"- 124 122 122 !NE 10. 70e 10180 10480 10480 10570 10000 10570 10480 10480 l 121 121 121 122 123 122 121 121 NE 10. 65e " 10400 10400 10400 10310 10220 10310 10400 10100 120 120 120 119 118 110 120 120 h'E 10. 60e 10440 10400 10310 10220 10310 10310 10220 10400 l 120 120 119 118 119 119 118 120 kT55e 10310 10310 10310 10220 10140 10220 10140 10310 . l 119 119 110 118 117 118 117 119 $ i lNE 10, 50e " 10220 10220 10220 10140 10220 10310 1014C 10220 l 118 118' 118 117 118 119 117 118 % 10. 45e 10220 10220 10220 10140 10140 10220 10220 10220 i 118 118 118 117 117 118 118 118 NE?O. 40e " 10220 10220 10220 10140 10140 10140 10140 10140
- 118 118 118 117 117 117 117 117 RE NO. 35e "
10220 10220 10220 10140 10140 10140 10220 10310 118 118 118 117 117 117 118 110 lNE 10. 30e 10140 10220 10310 10400 10480 10400 10140 10220 l 117 11 8 119 120 121 120 117 118 h!EPD.De " 10140 10140 10220- 10140 10220 10140 10220 10050 l 117 - 117 118 117 118 117 118 116 i O (( y O
CRACK NO. 5 73 NA p N a i I
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m- - _ --F -~ s I l l l . MUENOW AND ASSOCIATES, INC. CHARIDITE, NORTH CAROLINA IDUISIANA 104T11 AND LIG!rr WATERFORD NO. 3 . I, NONDESTRUCTIVE TEST EVALUATION OF BASE MAT CDNCPETE CRACK DEPfli AND ORIENTATION GRAPHIC SHEET 60* TRANSDUCER 300
, &lUENOW AND ASSX'IATES, INC. CilAltIDiTE, IMirfil CAIO[,1NA 1 l IOUISANA POWDt & LIGITP WATERIORD 10. ' .T ' CRACK 10. 5 NONDFSPRUCTIVE TEST EVALUATION OF llASE f.!AT 00NCitET. E l CRACK DEPPII AND ORIENTATION DATA SI'IIEP.- .. GO* TRANSDIEll istance to reflector as TEST IOCATION - IIORIZONTAL DISTANCE HKE1
- Qown, is data processed, so EAST WEST CENTERLINE (FP. ) 60 TitANSDUCER Gat 105 foot test location 1.lEST SIDE OF RCB g base line.
105' 110' 115' 120' 125' 130' 135' 110' MICR0 SEC 9360 9270 9440 9360 9270 9360 9440 9270 FT. 108' 107 109 108 107 EF T 109 109 107 fNENO.30 9360 9360 9360 9360 9180 9270 9350 9270 i 10R 103 103 103 106 107 10R 107 - NE NO. 35 9360 9360 9440 9440 9530 9440 9360 ~9270 103 108 109 109 110 109 108 107 (NE NO. 40 9360 9360 9440 9440 9530 9530 9440 9360 108 108 109 109 110 110 - 109 108 ' NE N0. 45 I 9440 9440 9530 9620 9530 9440 9360 9270 109 109 110 111 110 109 108 107 [NE N0. 50 9360 9360 9440 9530 9530 9440 9360 0270 g 108 103 109 " 110 110 109 108 107 (NE NO. Sb 9270 9270 9270 9270 9270 9270 9360 9360 107 107 107 107 107 107 103 108 NE N0. 60 " 9270 9270 9360 9270 9360 9440 9360 9270 107 107 103 107 108 109 103 _107 NE NO. 65 9530 9623 9700 9790 9620 9700 9700 9700 110 111 112 113 111 117 112 _ _.112 NE N0. 70 9620 9700 9620 9620 9530 9530 9440 9620 111 112 111 111 110 110 109 111 NE NO. 75 9530 9530 9620 9620 9700 9530 9530 9530 110 110 111 111 112- 110 1]D 110 (NE N0. 77 9530 9620 '.9700 9620'
',9530 3 9360 9530 )RTH/SOUTil CgRLINE 110 _111 :
112 k 110 ' ? 1111 109 1.0R 110
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MUENOW AND ASmCIATES, INC. CIIARIDlTE, NOlTrli CAbOLINA , IOUISANA IOWDI L LIGTP WATI7IIDilD 10. 3 ' . . CRACK PD. 5 NONDES1110CTIVE 'ITSr EVALUATION OF BASE MAT 03NCRETE CRACK DEPril AND ORIENTATION DATA SHEET a D. 60* TRANSDUCD1 - 8/84 istance to reflector as TEST LOCATION - Il0RIZourAL DISTANCE F110M hown, is data processed, so EASP WEST CENTERLINE (1T.) 60* TRANSDUCER hat 105 foot test location EAST SIDE OF RCB s base line. .- 105' 110' 115' 120'- 125' 130' 135' 140' [IIE 10. 75e msec to reflec. 9530 9530 9530 9530 9140 9360 9440 9530 horiz. ft. to reflect. 110 110 110 110 109 108 109 110 INE 10. 70e 9440 0140 9620 9620 9140 9530 m30 um 109 109 111 111 109' 110 110 110 INE 10. 65e " 0360 9270 9370 9270 9360 9440 0110 9530 108 107 107 107 108 109 109 110
}NE 10. 60e "
9360 9140 9270 9270 9270 93G0 9440 9530 108 109 107 107 107 108 109 110 INE 10. 55e " . 9440 9530 9530 9530 9620 9140 9530 9530 m
.' 109 110 110 110 111 109 110 110 8 HNE tO. 50e 9140 9140 94 10- 03GO 9270 9270 93r,0 9140 109 109 109 108 107- 107 108 109
)NE 10. 45e 9360 9360 9360 9140 9530- 9140 9440 9360 108 108 108 109 11 109 109 108 INE 10. 40e " 9360 9440 9140 9530 DG20 9140 9530 D140 108 109 109 110 111 100 110 109 h'E 10. 35e 9370 9180 9180 9270 93G0 9140 9440 0140 l 107 10G 10G 107 108 109 109 109 DNE PD. 30e " ' 9370 9360 93GO 9300 9140' 9140 9410 9300 I 107 108 108 108 109 109 109 109 %m tO. Oc 9370 9270 90.70 9360 9140 9360 93GO 93GO I 107 107 107 108 109 108 108 108 h : , i
,_s CRACK NO. 6 g
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i i 1 , hfUDM AND ASSOCIATES, INC. CIIARIDITE, NORrli CAROLINA IDUISIANA IDER AND LIGrr WATERFORD NO. 3 {v} NONDESITlUCTIVE TEST EVALUATION OF BASE hfAT CONCRETE CRACK DEPTI! AND ORIFNTATION GAPilIC SIIEET 60 TitANSDUCEll 303
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MUIN73 AND ASLOCIfJiiS, INC. Cll'dlI(JffE, !@RTII CAIOLINA TOUIS/WA LOWER k LIGIIT WNIUlFOliD;NO. 3 CRACK 10. 6 NONDESI110CTIVE TEST EVALUATION OF BASE MAT CONCRETE
~
CRACK DEFill AND ORIFNTATION DATA SlIEl-T ,, GO* TR/MDLCER istance to reflector as TESP IDCATION - IIORIZONTAL DIST/WCE Fini nown, is data processed, so EASP WEST CENUERLINE (1T.) GO* TPJWSDUCER hat 105 foot test location
' "* WEST SIDE OF RCB 105' l 110' 11 5' 120' 125' 130' 135' 110'
[NE NO. O flICR0 SEC - l TO REFLECTOR - L l FT. TO REFLECTOR 0 [NENO.30 , 1 0 (NE N0. 35 .
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- llE NO. 40 "
0 ,
- NE N0. 45 0
g E NO. 50 0 NE NO. 55 " 4160 4160' 4240 4330 4160 4240 4420 4330 1 48 48 49 50 48 49 51 50 NE N0. 60 4240 4160 4160 4240 4330 4420 4330 4240 49 48 48 _ 49 50 51 50 49 : NE fl0. 65 " 4500 4420 4420 4420 4330 4240 4160 4240 52 51 51 51 50 49 49 NE NO. 70 4690 4500 4420 4680 4590 4600 4680 4760 54 52 51 54 53 54 53 5.4 NE NO. 75 4940 5020 4940 4850 4760 4760 4850 4760 57 58 57 56 55 55 56 55 lf1ENO.77 4940 5020 4940 4850 4G80 47GO 4680 4680 fRTH/SOUTHCfgRLINE 57 .58 57 g 56 . $1 53 54 51 L -
nfUENOW AND ASS)CIATES, INC. CIIARIDITE, Nbirril CAIOLINA LOUISN4A 10%T31 & LIGTP WATH1FOllD'?D. 3 CRACK FD. 6 NONDESTRlCTIVE TEST INAI,UATION OF IMSE !.1AT CONCilETE CilACK DDYrli AND ORIENTATION DATA SIIEET "'. 60" 'ITIANSDLL131 8/84 sistance to reflector as TEST IJJCATION - IKIII7/NTAL DISTAN FHO&f
.hown, is data processed, so EASP WINT CBTTERLINE (Fr.) 60' TItANSDUCHI hat 105 foot test location.;
EAST SIDE OF RCD s base line. ~ 105' 110! 115' 120' 125' 130' J35' 140' hItE ID. 75e msec to reflec. 4850 4760 4G80 4760 4850 4760 4680 4760
- horiz. ft. to reflec. 56 55 54 55 56 55 51 55 JINE 10. 70e 4590 4G80 4680 4500 4590 4680 4680 4760 53 54 54 52 53 54 54 55 HINE 10. 65e 4500 4420 4500 4420 4330 4240 4330 4420 52 51 52 51 50 49 50 51 IIG ID. 60e " 4330 4340 4160 4240 4330 4420 4330 4330 50 49 '
48 40 50 51 50 '50 INE 10. 55e " O
.- g INE ID. 50c O LINE 10. 45c "- 0 1
LINE 10. 40e O ' Ihit10. 35e " O l HINE 10. 30e O 1 l INE 10. Oc O e , o . . . e
I CRACK NO. 7 (") v jd l i N I
-I _
1 l i l l l MUDOf AND ASSOCIATES, INC. CHARIDITE, NOImi CAROLINA (j. 7 IDUISIANA POWER AND LIGir WATERFDIU NO. 3 NWDESTRUCTIVE TEST EVALUATION OF BASE EST CONCRETE CRACK DEX7Fil AND ORIFRTATION GibiPHIC SHEET 60 TitANSDUCER _-.____ SWA--- - -
MIEIOW AND ASSOCIATES, INC. CilAIU.OITE, NORTil CA110 LINA IOUISANA TOWElt & LICifr WATlRFORD NO. 3 . ' CRACK 10. 7 NONDESTliUCTIVE 'ITSP EVAIDATION OF HASE MAT CONCRETE CliACK DEIrrl! AND OIIIINTATION DATA SIIEET *'. 60* TRANSDLER Distance to reflector as TEST IOCATION - IlORIZOffrAL DISTANCE FIGI 'shown, is data processed, so EASP WEST CFEPERLINE (FT.) 60* TRMSDUCEll that 105 foot test location WEST SIDE OF RC is base line. 105' 110' 115' 120'
~
125' 130' l 133' I40' IllE li0. O MICR0 SEC 8400 8400' 8400 8400 8320 8230 8320 8400 TO REFLECTOR FT. TO RFF1ECTOR 97 97 97 97 96 95 96 97 IllENO.3d " 8400 8400 8490 8400 8400 8400 8490 8400 97 97 98 97 97 97 98 9 7_._, IllE N0. 35 " 8320 8320 8230 8320 8320 8400 8320 '8230 96 96 95 96 96 97 96 9 5 __ INE NO. 40 8400 8490 8580 8490 8400 8400 8490 8400 I 97 98 99 98 97 97 - 93 97 Bile f10. 45 8490 8400 8400 8400 8490 8400 8490 g
.98. "
- 99 . . . . _ . 9 72.- 97 97 93 97 98 B!lE fl0. 50 8320 8140 8230 8320 8230 8320 8140 8230
_ 96 94 95 96 95 96 94 95-HNE fl0. 55 8320 8140 8230 8230 8230 8320 8320 8400 96 94 95 96 95 96 96 97 Bf!E I40 . 6 0 8230 8230 8320 8320 8400 8490 8320 8230 95 95 96 96 97 98 96 95 UNE 110. 65 8320 8230 8230 8230 8320 8230 8320 96 95 95 94 95 96 95 96 HNE NO. 70 8140 8140 8230 8230 8230 8320 8140 94 93 94 95 95 95 96 94 lIt!E NOT. 75- 8320 8140 8230 8140 8230 8230 8230 8320 l '- 96 94 95 94 95 95 95 96 fNENO.77 8230 8230 823g '81.40 ,. 8230 823g 8230 DRTH/SOUTil CL . ERLIflE 95 i95 95 ; ' 94 ", 93
- 95 _,,_ 9 5, _
_95_
i MUDOW AND ASSOCIATES, INC. CllARIf1 PIE, Nbirril CA30 LINA LOUISA% POWEll & LIGir WATD11DRDi?D. - 3 CRACK ?D. 7 NONDESIT10CPIVE TlWP EVAIEATION OF BASE MAT (DNCI1ETE - CRACK DEPfli AND ORIINTATION DATA SHEEP < 60* TRANSDLCER 8/84 istance to ref1ector as TESP I1] CATION - DORTZOffrAL DISTANCE FIDI hown, is data processed, so EASP 'WIWP CDTTERLINE (FT.) 60* TRANSDUCER
< hat 105 foot test location EASP SIDE OF HCB Isbaseline. .
105' 110' 115' 120' 125' 130' 135' 140' LINE 10. 75e msee to reflec. 8230 8230 8140 S060 8140 7970 9230 9140 inriz. f t. to reflec. 95 95 94 93 91 92 95 91 ' LINE 10. 70e 8320 8230 320 8320 8400 8320 8400 8490 96 95 9G OG 97' 9G 97 98 LINE ?D. 65e . 8140 8140 8230 8320 8230 8320 8400 8230 94 91 95 DG 95 OG 97 95 LINE 10. 60e " 8230 8230 8230 8320 8140 8230 8320 8230 95 95 95 OG 91 95 . DG 95 LINE NO. 55e " 8230 8230 8230 8320 8140 8230 8230 8140 . l 95 95 95 OG 91 95 95 91 g LIND 10. 50e 8140 8140 80GO 8140 8000 8140 8230 8230 91 94 93 91 93 91 95 95 LINE ?O. 45e " 8060 8140 '8230 8140 7970~ 7880 80C4 7970 93 94 95 94 92 91 93 92 LINE ?D. 40e 8140 8140 8140 8140 8230 8140 80C0 7970 91 91 94 94 95 91 93 92 LINE ?D. 35e 7970 8140 80GO 8140 8230 8320 8140 80G0 92 91 93 91 95 DG 91 93 LINE 10. 30e " 8000 8000 8140 8140 8140 8230 8320 8230 93 93 91 94 91 95 OG 95 1mE NO. Oc " 8140 8140 8230 8320 8400 8320 8140 8230 94 94 95 DG 97 OG 91 95
O O O i EAST / WESTg,2NTERLINE 4 l j , RCB ng, 5E EE y 3 h i h hMI i h h TOP 0F BASE MAT b3; m i
- z' I I
i
;, The X located 6t he bottom of each
!.oEh 58 f,
I
. internal discontinuity line represents =g
\ t the mid point of that data reflector. gM i 1 1 \ B.'"
s' I t-i r-l I Es
>n
.g l l 1 0
l m' .k y !
- x L L
& a i ,
l l Op of lower reinforcement I i CROSS SECTION AT j LINE 77 Scales:
' Vertical Icm=2ft in slab l Horizontal Imm=1ft along top of slab
a -- - w-y -- O O o EAST / WEST! CENTERLINE l 4 l I RCB 2 9M B5 i b b , TOP 0F BASE MAT ma [ f ~ ' o f ' g, J EM !' { i ER x- . 4, ( The X located at the bottom of each nQ 4
}
internal discontinuity line represents 1 B'a 6, } the mid point of'that data reflector. P* l EE I ' { .
\ .g l }
I (
' la, 5 0 I f
o, 8
", I i A m u
i u ( i, op of lower reinforcement 1 CROSS SECTION AT LINE 75 Scales: Vertical Icm=2ft in slab Horizontal Im=1f t along top of slab
O O O EAST / WEST' CENTERLINE f 4 i N i , RCB 2 9E i EE rt bj b hl h@( @ @ TOP 0F BASE MAT bR y { \ [ . . , " T i i \ l [ j =& 2 / g g; , 98 f 1 wo 4,
- ! ! , ! 1 The X located at the bottom of each =g I I I I I internal discontinuity line represents 9 ;#,
] j l I l I the mid point of that data reflector. Bf
.s, {
, r1 l t i <
c-1 1 I , gg i i I
'8o I t
- /3
/O' A
N-f)u
,o
\
it [ op of lower reinforcement s I CROSS SECTI0ft AT i LINE 70 Scales: l Vertical Icm=2ft in slab ! Horizontal Im=1f t along top of slab l t
O O~ O
.. 'j EAST / WEST CENTER 1.1NE l
i 1 1 ( RCB 33 QE E8 ru a h hhI @II h ' h TOP OF BASE MAT b.
"}'
C { f l . f 2, i li i za I h \ ts I SE I f } r i 1 20 I I I The X located at the bottom of each 9 I \lI internal discontinuity line represents 5" 0, IfI the mid point (# that data reflector. hg f l 8' I l l
*l0 ' kc u i >;
( Top of lower reinforcemeng
"^ Scales:
Vertical 1cm=2f t in slab
~
Horizontal Imm=1ft along top of slab
O O o EAST / WEST CENTERLINE 1 i t RCB 2 f- , seg
- E5' i
@ 00, 0 s*:
/ , , ,
- @ @ TOP 0F BASE MAT Os un o -
{$ i s- f . . i > I I t 1
' z' l \ l 50-l l *
- M8:
.i 4, \
\ }
=y l
\ s The X located at the bottom of eich ga internal discontinuity line represents 8,"
j 6' t i l j the mid point of that data reflector. L I 5,5 j .g' 10 ' I } g k - u 't ( 1
- op of lower reinforcement l
~
i CROSS SECTION AT ! LINE 60 Scales: i Vertical Icm=2ft in slab Horizontal Im=1f t along top of slab
O O O , EAST / WEST CENTERLINE-I i
. l I
l i RCB
- n 5
b
@ @@@ @ @ TOP 0F PASE MAT d
!e i-r i, ! ! ! r
/ -
i 2, I n I I i 1 i f 5 i i l I i 5
=
l 'I j i The. X located at the bottom of eac1 internal discontinuity line represents bh i - (o f i P*
- I 3 the mid point of that data .eflector. E9
>N I .to '
f
}
I b d 4 5 f f
. I i j'
Top of lower reinforcemenG A I
'l CROSS SECTION AT LINE 55 Scales-
{ Vertical icm=2ft in slab j -
+
Horizontal Imm=1ft along top of slab k 4___ _ _ _ _ _ _ ___ ____ _ _ _ . . _ __
.\ .
EAST / WEST' CENTERLINE I i
~
l i R'CB 2
, oc i
5E E@ 1 *$ hh(Y) M s I r h TOP r>F BASE MAT BEE
' f [ / .
2, i i [ 2B ' l l S$ i i { 20 4' lL t nR I 1 E o.U
\\ I
,4'- L The X located at the bcttom of each C-I internal discontinuity line represents the mid point of that data reflector.
EM - 8, { ) to' l 1
+
y
] ;
l , 6 ) Top of lower reinforcement ON AT fhbSho Scales: Vertical Icm=2ft in slab 1 Horizontal Inn =1ft along top of slab t
O O O EAST / WEST' CENTERLINE l 3 4 i I RCB z
, n i xm
- E5m t M@ h @
l TOP 0F BASE MAT 3 [ ( [ J jd . z' ll l ( g@
' ! 8 EC i 4, !
ii l nm i it A The X located at the bottom of each L EG p-
*4e ; i [
{ ; j , f internal c'iscontinuity line represent; gg the mid point of that data reflector. >o l , f g g , i !. ; ,
/O' i l l l l {
A / } k I ! k ,
- i -
i
- op of lower reinforcement i,
i CROSS SECTION AT I LItlE 45 Scales:
- Vertical Icm=2ft in slab
- llorizontal Im=1ft along top of slab
\
jJlllli ! kgE 3 EasC - Eo. t n 2 ED e n=kb*. =s2 j m e s c ( ht r b cnr o a f aeo n l s est i ec e f T fre r O A M E o pl mre o ef r r e o p o S t e w o t _ A t na l bg B oit an b1 a f l o _ _ F ey d o sl _ 0 htt a _ _ p n P tia o it O uh T f T t nt a-tf f\ y ti f = _ dno 2n u eo = n _ t ct mI - asn c cii ~ Il a odo l t l p l
- an ad sco Xni ei z lti rm e arr
- ete ceo hnh SVH Tit B I i
C I E r R E N I L R E T N E
$() ,hl r
C I . , T O S E W j
/
T S A h r I 8,
.I
\ N k E @ ]
s5 A T A N O I T C0 E4 S f S SE OH RI
' '- ' CL 2 4 6 'o
. . . ' l.
f hl O
-a
\Il l!l l ,
Q . O O EAST / WEST CENTERLINE l ! t i \
.1 l
i RCB i '. 9 E
- S
@D I
h @' TOP 0F BASE MAT l 2' 1 h
--e
*4' I The X located at the bottom of each
! internal discontinuity line represents 9 i ,I the mid point of that data reflector. 5. l 6, - [ C 8' I
/ \
\
4 I J r i O l /O' h i j ,i f A " ! j at & A Top of lower reinforcemen( i. I ' j CROSS SECTION AT Ll?iE 35 Scales:
' L tical Icm=2ft in slab Horizontal Imm=lft along top of slab i
-- , - - - - - - , - - , --..--y - ,.-- -g -_ .a O O O EAST / WEST CENTERLINE l
< I i
/
I i i i ) RCB z i EE i ' B5 r :c u 3 l Mb r i b r h r TOP 0F BASE MAT bE 2, 23 i; 88
-n j
4, *E 9m i 6 k The X located at the bottom of each EP t
. (, ' i internal discontinuity line represents C ,_.
! I the mid point of that data reflector. l n r
) E
. /d' i '
j S u ) ,k i - l l Top of lower reinforcement 1 -
< CROSS SECTION AT LINE 30 Scales:
- Vertical Icm=2ft in slab
! Horizontal Im=1f t along top of slab i
j l .
O O O EAST / WEST CENTERLINE I 4 RCB ng i p r- E .2 Mh@ ' '
@ TOP 0F BASE MAT ba
( T l 2, ( 88
- 1 i 50
! .# / n 21 I
- The X located at the bottom of each L
mm o-l 6, I t internal discont.inuity line represents Ug , g the mid point of that data reflector. > n: 8' l l 10 '
/ \,
I n l l / 4 m i 1 , 1 ! op of lower reinforcement' l ! CROSS SECTION AT ! LINE 0 Scales:
- Vertical icm=2ft in slab j Horizontal imm=1ft along top of slab
O O O EAST / WEST CENTERLINE I i l RCB n c h w 3 h (5) @ M@ r
@ r TOP 0F BASE MAT b
.m
{ f 2' k $ j \. y 4' l Q l } E. l I /< The X located at the bottom of each { 6' l j g internal discontinuity line represents f f g i j the mid point of that data reflector. > ,
.fo r
i [ i i i
,t 1
i I 0 .. E E u
) .
l Top of lower reinforcemenf , CROSS SECTION AT j LINE 75e Scales: Vertical Icm=2ft in slab ) Horizontal Im=1f t along top of slab } \
O O O EAST / WEST' CENTERLINE l
, I RCB g nk m
m b h '
@O@@ ' '
TOP OF BASE MAT bg 3 l , l 2' E ? 58
=
L jO The X located at the bottom of each 5; I I l g ( {
'4' i I i 1 \; internal discontinuity line represents P-
't t
j i\ j I i I the mid point of that data reflector. g I \
.g '
\
k l
.i k
\
i
\
1 4 i k l i k 0 h ,e i Top of lower reinforcemen0 CROSS SECTION AT LINE 70e Scales: Vertical Icm=2ft in slab Horizon +,al Im=1f t alor.g top of slab
O O O EAST / WEST, CENTERLINE l l r I i PJCB g x5 El m b b ' b M .@ I T TOP 0F BASE MAT kg 12 f'
.g' 8"g Sh
=~
t 4' I nE I
) E5 8-j .g* I
/ ? The X located at the bottom of each
,i internal discontinuity line represents Eg I g the mid point of that data reflector. .
} ,
I \ ; NI \
/O' l l i i
- I i 3 e iA l
4 k k g Top of lower reiniforcemen1 CRGSS SECTI0ff AT LINE 65e 30aIOS: Verti al Icm=2ft in slab Horizontal Im=1ft along top of slab
0 O O
, EAST / WEST, CENTERLINE l
i 1-i
~
i i i i ! RCB g
' b TOP 0F BASE MAT
.m
- f f
\
x 1 i f . 2' , S-i 1 4, I i /
' The X located at the bottom of each .
I 6 j l internal discontinuity line represents C j f I the mid point of that data reflector. gf
,g, g , ,
i m, I i I. i fi
!!i i O
4 4 A i
- A y (
l f \ op T of lower reinforce f i CROSS SECTI0ft AT LINE 60e Scales: i Vertical Icm=2f t in slab j Horizontal inun=1f t along top of slab i
O O O 1 j EAST / WEST' CENTERLINE - i l l i i { , RCB ng j 59 mo rz l, iu
, m j
@ (d)
TOP 0F BASE MAT bR mo I y I 2' ) mo a 2O 4' 1 nE
" v*>
m
' 0, j .The X located at the bottom of each l2!*
/ p internal discontinuity line represents EE 8, 3 I the mid point of that data reflector. >P
} l 1 l
\
i i {q\ '
/0 \ t A
a 9 k i ( l
\ op T of lower reinforce l
i CROSS SECTION AT i LIHE 55e , Scales: ,
- Vertical Icm=2f t in slab j - -
Horizontal imm=1ft along top of slab d i f !
O O O I EAST / WEST CENTERLINE - I RCB
' nh<
5g
'5z 0
@ @@ hh TOP 0F BASF MAT g
* - [ 2 a
I I [ f EU GR, z-
- .4' .
The X located at the bottom of each 9h
* ' internal discontinuity line represents df
,g ' , , , the mid point of that data reflector.
I t ""! - l
./0 ' 5
\
k u { 1' { [ Top of lower reinforcement
~
CP.0SS SECTION AT LINE 50e Scales: Vertical Icm=2ft in slab liorizantal Imm=1ft along top of slab
O O O EAST / WEST CENTERLINE j- I i RCB n g' 59 a
$E, o
,(8) @
,j @ @@ TOP OF BASE MAT Q.- g j
/
T . -
/ 3
[
*2' ,
J $i g % x .-n.
} *j' The X located at the bottom of each nR:
1
\. internal discontinuity line represents in a 6, -
- j. the mid point of that data reflector. 8*
}l GGi
, I -
, A. I b j ' /O '
. I 1
! l l u
/ it n
( l (Top of lower reinforce !. CROSS SECTION AT j LINE 45e Scales: Vertical Icm=2ft in slab Horizontal Im=1f t along top of slab 1
lI gEs Rs @
~h r ,_5 -
n nEibm
- 9
- ggE5 e m
e c r b f o a l n s s i e ht . f T cnr r o O A M E aeo est ec r e w t p o S fre o o pl A ef l bg B an mre r o f l o F t e o sl 0 t na a oit p n P bl a o i t O d T f T ey
\
' t1
' htt L f =
tia 2m uh =m tnt mI ai c tf ~ Il dno . a eo l t tct :an asn sco cii eiz odo p lti l arr l ceo ad SVH Xni rm e ete B hnh C Tit R E , N I L R E T
- @ {
N E C
$() n I * ,
T ' O S E W
/
T h n S A E h \ lk\E L!,i
@ 1tI I. \ I T
A N O I T Ce E04 S e, S
' , . SE 2 4 6- o i.
ON RI
* ' CL
/
O Oe 1l 1l l
O O O EAST / WEST CENTERLINE i 4 1 I - l - I i
'RCB 2
- i 9M B5 2
E*
@@ @@ TOP OF BASE MAT ]g o
f .e ' f 2D
- u l , g'
( 5?O
! l The X located at the bottom of each nh j
j , g a internal discontinuity line represents the mid point of that data reflector. $r L i
\
$5
, ; 4 /)
) .m' \ i ' l ) *
- 4 4 t ,
Top of lower reinforcement i CROSS SECTION AT
- LINE 35e Scales
Vertical Icm=2f t in slab Horizontal Imm=1f t along top of slab i 1 l
O O O EAST / WEST CENTERLINE
& I RCB
. n.
- x igs E'
g @ r
@@ r TOP OF BASE MAT
~~
f I 2 r J
/ -
E I m-
.4' t 1
The X located at the bottom of each i O
'b i
j k I internal discontinuity line represents P* the mid point of that data reflector, g g
\ -
- t i i -
r
./O' t f I i
Top of lower reinforcement f jg ION AT Scales: Vertical Icm=2ft in slab Horizontal Imm=1ft along top of slab
; ill i
,E8
- D SE 0 R [ _m . sn EE " . 2S2n$Cg e m
e c jII r b o a f l n s i e o f T I s r o ht . r M cnr p aeo e o E est w t S ec o A f re l bg B opl an ef f l o F mre o sl 0 o r p a t e n P tna o it O oit T f T bl a t1
. " d f =
. ey 2m htt =m ti a mI uh c tnt Il ai a
tf l t dno : an eo sco t ct eiz asn l ti cii arr od o p ceo l SVH l ad Xni rm e B et e C hnh R Tit E - N I L R E T N b E C g o
' I .
T N,D S E W k
/ '
' .\
T S
, A E f ,I I 4
jgg I I N T A t f 0 I T Ce EO S
# S SE ON RI
- CL 2
4 g , g. O W f O g" l llll 1l j(l(lll1 ! l '
lllIl 1Ili' O h S E N I
~ I L
R i E ' i T , l N E C S
/
N 2 1 Og C R 4
'2 7
N
. OE '
CA ICL NN TAL . II AFA L CRW . O IU SR 4 FSB EA 1 I C " TC TNR 8 A . NO IH O E N o CT N OR SO SN A , N G I W DSO IT DIN NOO API NS 2
'9 6
DE A NTA T NT R OSC B AT D IEI C R O WL TTD OR A N NA CFI EH O0 . UC L 3 ; M B C R
/ _
1 8 "8 "8 6 B - 8 C R 6' - 6 6 - F 4 O B E C _.."2 D R "O"' ." _. ' I , S 7 6 T 4i ' S 33 A - E l O , ' ' T ) - E N D I L T N E G N . A T S
/
N eu ' 1lII l I ' l
x x \ \ N N E!b
~C o
\N \ 'N \ \ l x \. s
$~\;; N \
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i x :
=
=
\ \N \ \c. N, s. \!
N N N N N CC
- O
=
N N N\ Nl\
?,
N N N N - ^ 5 =s
=
\ \ \\ \ t f
- ~ ,
b \ N w < 3ee$ V - e=$m-m
~
- C C
= -
=
-45<C < < <
hIk O \E 8 i'
\, \
S -$ $ ,$ ~. u \ \ \ s;!l
-;= 2 -
s O C C C
. aye .* c-C C C C C
'= 'M *3 52: h .
N b
"e
. '8n M Fr c ._ s
' id C C C
\
N \
=22-<
, g3< b < 4-
- a x 4 ; .
- e =, C C C C
,7,$
C zEC
- W>=
~
= C C C C z
O < ~C x g - u g .J % $ l i
=g C $ .
C C C C C C i N
- t..2 D
==-=r-C " ?j
%5{k C \ C C C C g~fb ,
~
u R M h g n3n C C C C C \ N e C C C C' C
~
e a O C C C C e n m C C C C C o
% c c C D e U
s- *g C e O M C C
. C Q -
O C d N O e m C C C (% - 2
, Q ,] J " N O W D
.l . . . .
C Q g g Q g Q Q Q C eg a s= y dB = y a a e e eg a a a a a
= = = =
a a a 334 .
. w. - -
MUENOW AND ASSOCIATES, INC. CHARLOTTE, NORTH CAROLINA LOUISIANA POWER AND LIGHT WATERFORD NO. 3 NONDESTRUCTIVE TEST EVALUATION OF BASE MAT CONCRETE CRACK DEPTH AND ORIENTATION CALCULATIONS CRACK I.D. RCB 1 DATE : 8-30-84 N to S 45 deg TRANSDUCER
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MUENOW AND ASSOCIATES, INC. CHARLOTTE, NORTH CAROLINA LOUISIANA POWER AND LIGFT WATERFORD NO. 3 p NONDESTRUCTIVE TEST EVALUATION OF BASE MAT CONCRETE b CRACK DEPTH AND ORIENTATION GRAPHING CRACK I.D. RCB 3 DATE : 8-30-84 N ts S 45 dag TRANSDUCER
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Mnemw andduodata, Aw. R$4 TERMS AND NONDESTRUCTivt TESTweG 3940 HUNTCUFF OR CHARLOTTE. NORTH CAROUNA 28211 (7041 377 4041 -(70 4 542 2223 i 1 4 5
- APPENDIX NO. 1 SPECIFIC PROGRAM FOR NDT
) , EVALUATION OF BASE MAT CONCRETE , WATERFORD NO. 3 e , i d i . !O l . i i- 346
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l APPENDIX NO. 1 PROGRAM FOR THE N0NDESTRUCTIVE EXAMINATION OF CRACKS IN THE WATERFORD 3 BASEMAT
- 1. PURPOSE The purpose of this program is to define the vertical extension of East-West cracks located at the top of the mat. 'The Program will attempt to define:
A. crack depth B. crack length C. crack orientation D. proximity to or linkage with other cracks in the lower portion of the mat.
- E. estimate of crack width
- 2. DESCRIPTION The Program will :Jilize the services of the R. A. Muenow and Associates to perform a nondestructive miumeismic evaluation of the concrete using the pulse echo method. An evaluation of East-West oriented cracks located between column line R and about 6 feet south of column line P, including those beneath the reactor building will be accomplished. In addition, one crack, NE-SW trending, northeast of the reactor building and one crack, NW-SE trending, northwest of the reactor building will be examined and evaluated.
The elements of the program are as follows: A. A test grid system will be established by R. A. Muenow and Associates, utilizing areas of the basemat where no surface cracking appears. A construction joint will be tested to establish a baseline. B. A Pulse Echo evaluation of the concrete will be perfonned by
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PROGRAM FOR THE N0NDESTR!!CTIVE EXAMINATION OF CRACKS IN THE WATERFORD 3 BASEMAT R. A. Muenow and Associates, Inc., in accordance with the Test Method for Pulse Echo Method which includes: 1
- 1) Each test point will be established by R. A. Muenow and I Associates so that test data will reveal information relative '
to crack depth, length and orientation.
- 2) Each test point will be accomplished with a 3 transducer array with test angles of 30 , 45* and 60*.
3)' Each test point will also be accomplished with a 0 transducer for completeness of data collection.
- 4) The 30 transducer shall have a variability angle between 20* and 40 , for final detailing.
- 5) A minimum of one polaroid picture of the CRT display shall be furnished at each grid location where additional testing
- is performed.
- 6) Furnishing of calibration records for the equipment used in the testing. Calibrations shall be traceable to a National Bureau of Standards standard.
G' 3. EVALUATION A report on the results of the test data will be furnished by R. A. Muenow and Associates, Inc. The report will evaluate each crack tested for depth, length, orientation, width and proximity ~ to or linkage with other cracks in the lower portion of the mat. The report results will be evaluated to determine the effect of the results on the design assumptions, or any corrective actions required. O 348
i 1 l 9Maenow andotuodates 9)me. i t4ATEMALS'AND N040ESTRUCTivE TESTWeG f 3940 HUNTCUFF OR. J - CHARLOTTE. NORTH CAROUNA 28211 (70 4 377 6 1 (704) 542 2223 l l l ( APPENDIX NO. 2
-O. TEST PROCEDURE FOR PULSE ECHO NONDESTRUCTIVE :
TESTING 0F CONCRETE AND CONCRETE STRUCTURES i 3 t
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9N= enow anMuodata,9ne. MATEmALS AND NONDESTRUCTIVE TESTING 3940 HUNTCUFF OR. CHARLOTTE. NORTH CAROUNA 28211 (7041 3774041 (704) S42 2223 APPENDIX NO. 2 TEST PROCEDURE TEST DESCRIPTION AND OBJECTIVES - This procedure establishes a systematic method for performing nondestructive volumetric examination of in-place concrete using the microseismic test method. This test method is based on the laws of wave propagation through an elastic medium and is performed using electronic equipment utilizing the theory of random signal analysis. The location and extent of internal discontinuities in existing concrete can be detennined by interpreting microseismic test results. THEORY TEST PARAMETERS Data from the microseismic tests is interpreted utilizing the laws of wave reflection. The attached sketches designated A and B, the signal feature notes as (1) is an indication of the wave generated at the surface on which the receiver (transducer) and impactor (mechanical wave producer) are placed. The signal feature notes as (2) is an indication of the wave reflection from ' the rear surface. Sketch A represents a sign:11 from a concrete specimen with no internal
- discontinuities. Sketch B represents a signal from a concrete specimen with
, an internal discontinuity of approximately one-half the distance between the ! front and back surfaces. The signal feature noted as a reflector is an indication of the wave reflection from the discontinuity. 350 3
1 EQUIPMENT Equipment consists of: (a) Cathode Ray Tube (CRT) for visual display of signal. (b) Time base generator for microsecond measurements. (c) Amplifier and processor circuitry for signal voltage measurements. (d) Electro-mechanical transducer (receiver) with piezoelectric and accelerator elements. (e) Impactor (mechanical wave generator) used to produce wide band frequency stress wave. (f) Couplant for contact of transducer (receiver) to the test specimen if required by surface condition. (g) Camera for recording CRT signal. CA'.IBRATION AND PERFORMANCE OF EQUIPMENT 4.1 The microseismic test apparatus consists of a Cathode Ray Tube, timing device, amplitude device and transducer. The time base generator circuit is calibrated to a standard traceable to the N3tional Bureau of Standards by an authorized service agency. Calibration frequency is 12 months. ' 4.2 The impactor (mechanical wave producer) is a rebound hammer conforming to ASTM Standard Method for Rebound Number of Hardened Concrete, ASTM Disignation: C805. The rebound hamer has a specific rebound characteristic from a known mass. A , O 351
I i 4.3 Microprocessor amplification circuitry and transducer perfonnance are
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verified by testing for a full scale deletion of the CRT signal. This is ! accomplished by performing a microseismic test on a selected concrete specimen after setting the oscilloscope amplitude device to approximately ! I volt /cm for every foot of specimen thickness. The test specimen will i be selected by the microseismic test equipment operator. This micro-processor and transducer performance test will be performed on the same selected specimen prior to and after completion of the day's , testing. The test shall be performed by the day's testing. The test shall be perfonned by the microseismic test equipment operator and witnessed by appropriate parties. I i-PERSONNEL Personnel performing testing in accordance with this procedure shall be , i , experienced and qualified. Criteria for qualification shall include: j (a) Prior experience with microseismic test equipment. l (b) Experience in interpreting microseismic data. , 9 ENVIROPMENTAL CONDIT10NJ Testing may be conducted under wide range of ambient temperature . O conditions and with test surface either wet or dry. 352
DAILY TESTING SEQUENCE O (a) Perfoan microprocessor and transducer performance test (see Section 4.3) prior to start of day's testing. Record on the Transducer Performance Test Record (Attachmetn 1) date of test, test specimen thickness, equipment and hammer identification nisnber, time of test, signature of the microseismic test operator and signature of the test witness. (b) Inspect the test areas for ro0ghness of concrete surface and detennine couplant requirements, if any. (c) Record test area identification, date of testing, test area description, equipment identification ~ number, hansner identification number and signatures of the microseismic test operator and test witness on the Microseismic Test Record (Attachment 2). (d) Connect all wires to interface CRT with microseismic processor. Energize system with 110-120 volt 60 Hz electrical power. (e) Set controls for predetermined depth inspection. (f) At each test location apply couplant, if required, to the concrete surface or rubber face of transducer and place transducer finnly against test surface. 353
(g) Place impactor (mechanical wave producer) against test surface g approximately 1" away from transducer. Trigger impactor. (h) View the CRT signal. (i) Identify signal features in tenns of internal discontinuities causing reflectors. (j) Record wave travel time for cpmputation of pulse velocity if required by test specifications. (k) Photograph the CRT signal. Photographs will be taken at test locations exhibiting reflectors as directed bj the field engineer. The back of all photographs will be labeled with test date, a ' "\ sequential photograph identification number, test area number, and test grid location. (1) Record test grid location, specimen thickness, presence of reflectors, photo number with applicable remarks on Microseismic Test Record. (m) Proceed to next grid location to be tested. (n) At completion of area testing prepare field sketch of test area. (0ptional) C 354
l l (o) Upon completion of the day's testing, perform transducer and l O microprocessor performance tests (see section 4.3) aad record appropriate infonnation on the day's Transducer Performance ! TestRecord,(Attachment 1). RECORDS All personnel qualification certificates, equipment performance, field sketches and microseismic tests results will be doctanented. The records shall 1 be complete and signatures provided where indicated. Photographic records of all tests shall be traceable to the applicable test. , Copies of all records shall be maintained by Muenow and Associates, Inc. or as directed. s i e 1 O ( ' I 355
Materials and Nondestructiva Testing s,. ear o o, .. ... _ . 3940 Hun'clit! Drive catcutaras er CHARLOTTE. NORTH CAROUNA 28211 ___ omit . . . . . (704) 377 4041 542 2223 ,,,,,,,,,, , , , , - - . ___; Stat F 0 ' SKETCil A \ r m f O @
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MUEN0W AND ASSOCI ATES. int.. CHARLOTTE NORTH CAROLIflA CALIBRATION TEST PROCEDURE PERFORMED DAILY PRIOR TO TESTING PROGRAM CALIBRATION OF 60' TRANSDUCER , LOUISISANA POWER AND LIGHT UATERFORD fiO. 3 N0f1 DESTRUCTIVE TEST EVALUATION OF BASE MAT CONCRETE FOR CRACK DEPTil A'iD ORIEf4TATION Attachment 1 M - DATE 2' 5' l' 28 test locations 0 5' centers f i
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R+R2 = Construction Joint - NO. MICROSECONDS REFLECTIONS NO. MICROSECONDS REFLECTIONS fiO. MICROSECONDS REFLECTI0fiS 1 12 . 23 s 2 13 24 2 3 14' 25 . 4 15 26 5 - 16 . 27 6 17 28 7 . 18 29 8 19 30 9 20 31 10 - - 21 32 11 22 h.
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1 APPENDIX NO. 3 DAILY CALIBRATION RECORDS FOR O'.- 45* - 60' TRANSDUCERS , FOR DURATION OF TEST PROGRAM I e 4 I i
' MUENOW AND ASSOCIATES. IN CHARLOTTE. NORTH CAROLINA CALIBRATION TEST PROCEDURE PERFORMED DAILY PRIOR TO TESTING PROGRAM CALIBRATION OF 60* TRANSDUCER LOUISISANA POWER AND LIGHT WATERFORD NO. 3 NONDESTRUCTIVE TEST EVALUATION OF BASE MAT CONCRETE FOR CRACK DEPTH AND ORIENTATION M -
DATE 8-1-84 2' 5' l' 28 test locations 9 5' centers l f! U.7 I k R+R2 = Construction Joint' d - d NO. MICROSECONDS REFLECTIONS NO. MICROSEC9NDS REFLECTIONS NO. MICROSECONDS REFLECTIONS 1 690 0 12 5460 0 23 10200 R 2 1140 0 13 , 5890 0 24 10600 R v 3 1570 0 14 6320 25 R 11000 R 3 ~ 4 1980 0 15 6780 R 26 11450 R 5 2400 0 16 7190 R 27 11850 P1 R2 6 0 2840 17 7600 R 28 12450 R1 R2 7 3290 0 18 8050 R 29 12800 R1 R2 8 3700 0 19 8500 30 R 13200 R1 R2 9 4150 0 20 8900 R 31 13600 R1 R2 10 4600 0 21 9350 R 32 14100 R1 R2 11 5030 0 22 9780 R
~
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~~ ~ MUENOW AND ASSOCIATES. INL CHARLOTTE. NORTH CAROLINR CALIBRATION TEST PROCEDURE PERF0lWIED DAILY PRIOR TO TESTING PROGRAM CALIBRATION OF 60* TRANSOUCER LOUISISANA POWER AND LIGHT WATERFORD NO. 3 N0OWESTRUCTIVE TEST EVALUATION OF BASE MAT CONCRETE FOR CRACK OEPTH AND ORIENTATION M narr a-2-as 2' 5' I -
28 test locations 9 5' centers lt Ila. 4 c
~
( R+R2 = ConstructioM Joint f.0. ' MICROSEC0lWS REFLECTIONS, NO. MICROSECO WS REFLECTIONS 2. MIta0STCONDS REFLECT!CNS 1 690 0 12 5450 0 23 10200 R 2 1140 'O 13 ,5900 0 24 o 10600 R 8 3 1570 0 14 - 6350 R 25 11000 R 4 1980 0 15' 6700 R 26 11450 R 5 2400 0 - 16 7150 27
~R 11850 R1 R2 ~
6 2850 0 17 7600 R 28 12450 R1 R2 7 320C 0 18 8050 R 29 12800 R1 R2 8 3700 0 19 8500 R 30 13200 R1 R2 9 4150 0 20 8900 R 31 13600 R1 R2
~
10 4600 0 21 9350 R 32 14100 R1 R2 11 5050 0 22 9780 R ~.
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MUENOW AND ASSOCIATES, IN CHARLOTTEn NORTH CAROLINA --- CALIBRATION TEST PROCEDURE PERFORME0 OAILY PRIOR TO TESTING PROGRAM CALIBRATION OF 60* TRANSDUCER LOUISISANA POWER AND LIGHT WATERFORD NO. 3 NON0ESTRUCTIVE TEST' EVALUATION OF BASE MAT CONCRETE FOR CRACK DEPTH AND ORIEhTATION M- DATE 7-31-84 2' 5' 1- 28 test locations 9 5' centers R Mr. Q R+R2 = Construction Joint g g NO. MICROSECO OS REFLECTIONS NO. MICROSECONDS REFLECTIONS NO. MICROSECONDS REFLECTIONS 1 690 0 12 5450 0 23 10200 R1 2 1120 0 13 5890 0 24 10600 R1 3 1570 0 14- 6320 R1 25 11600 R1 0 4 1990 0 i 15 6760 R1 26 11500 R1 5 2400 0 : 16 7180 R1 27 11850 R1 R2 6 2850 0 17 7620 R1 28 12400 R1 R2 7 3290 0 18 8050 R1 29 12800 R1 R2 8 3700 0 19 8500 R1 30 13200 R1 R2
;9 4150 0 20 8910 R1 31 13600 RI R2 10 4500 0 21 9350 R1 32 14100 R1 R2 11 5030 0 22 9780 R1
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' CALIBRATION TEST PF.0CEDURE PERFORMED DAILY PRIOR TO TESTING PROGRAM CALIBRATION OF 60 TRANSDUCER LOUISISANA POWER AND ' IGHT WATERFORD NO. 3 NONDESTRUCTIVE TEST EVALUATION OF BASE MAT CONCRETE FOR CRACK DEPTH AND ORIENTATION
~
2' 5' DATE 8-7-84 l' 28 test locations @ 5' centers R k j. 4 R+R2 = Construction Joint h d NO. MICROSECONDS REFLECTIONS NO. MICROSECONDS REFLECTIONS NO. MICROSECONDS REFLECTIONS 1 -680 0 12 5400 0 23 10200 R 2 1140 0 13 5900 0 24 10600 R 3 1580 0 14 6350 R 25 11000 R M
.= .
4 1970 0 15 6700 R 26 11450 R S 2350 0 16 7150 R 27 11850 R1 R2 6 2850 0 17 7600 28 12450 R R1 R2 7 3150 0 18 8100 29 12800 R R1 R2 8 3650 0 19 8500 R 30 13200 R1 R2 9 4150 0 20 8950 R 31 13600 R1 R2 10 4600 0 21 9300 R 32 14100 R1 R2 11 5050 0 22 9780 R
"~ ~ MUENOW~AND . A CIATES INC. CHARLOTTE,' NORTH CAROLINA CALIBRATION TEST P EDURE PERFORMED DAILY PRIOR TO TESTING PROGRAM
. CALIBRATION OF 60' TRANSOUCER LOUISISANA POWER AND LIGHT WATERFORD NO. 3 N0NDESTRUCTIVE TEST EVALUATION OF BASE MAT CONCRETE FOR CRACK DEPTH AND ORIENTATION 2' 5' DATE B-8-84 l' 28 test locations 9 5' centers Il R.t f k i k R+R2 = Construction Joint h 8 NO. MICROSECONDS REFLECTIONS NO. MICROSECONDS REFLECTIONS NO. MICROSECONDS REFLECTIONS 1 670 0 12 5500 23 0 10200 R 2 1130 0 13 5900 0 24 10600 R m 3 1560 0 14 6400 R 25 11100 R S
4 1980 0 15 6700 R 26 11400 R 5 2400 0 16 7200 R 27 11900 R1 R2 0 6 2900 17 7600 R 28 12500 R1 R2 ' i ! 7 3150 0 18 8100 R 29 12800 R1 R2 1 i 8 3600 0 19 8500 R 30 13200 R1 R2 9 4200 0 20 8900 R 31 13600 R1 R2 i
- 10 .4600 0 21 9300 R 32 14100 R1 R2 5 i !
11 5100 0 22 9750 f R j
'O MUENOW AND ASSOCIATES 2
CHARLOTTE NORTH INC. CAROLINAO O CALIBRATIONTESTPROCEDUREPERFORMEDDAILYPkIORTOTESTINGPROGRAM LOUISIANA POWER AND LIGHT WATERFORD NO. 3 . NONDESTRUCTIVE TEST EVALUATION OF BASE MAT CONCRETE FOR CRACK DEPTH AND ORIENTATION CALIBRATION OF 45* TRANSDUCER DATE: 7-12-84 Ift centers for 12'ft. on each side 1 4 4 1, & 4 V ) [ 2'
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5' [i i i I F r a t tal f 12 ft. fr. wan
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g our 11A pour 13A l . Po;r 11A to 13A Pour 13A to 11A Line No 1 Line No. 2 I 106 1 106 Test No. Time to reflector msec Time to reflector msec. 2 212 2 212 i I 850 850 3 318 3 318 940 940
! 2 S 4 420 R 4 420 I 3 1970 1075 5 450 R S 610 R 4 1170 1180 6 560 R 6 720 R l 5 1290 1290 7
660 R 820 R 6 1450 1450 8 8 i Plan view of calibration area - Lines 1 and 2 770 aso ' 9 950 9 l 950 l 2' _ . - - Li ne- No.- 1-- - - r-10 1060 10 1060 4' 11 1180 11 1170 ,,, . . _.Line No. 2 ,_. _ p, 12 l 1280 12 '1272 i _A l
o, 1 O (~) MUENOW AND ASSOCIATES, INC. CHARLOTTE, NORTH CAROLINA CALIBRATION TEST PROCEDURE PERFORMED DAILY PRIOR TO TESTING PROGRAM
. LOUISIANA POWER AND LIGHT WATERFORD NO. 3 ...
NONDESTRUCTIVE TEST EVALUATION OF BASE MAT CONCRETE FOR CRACK DEPTH AND ORIENTATION CALIBRATION OF 45 TRANSOUCER DATE: 7-13-84 Ift centers for 12 'ft. on each side 1 4 4& 4 V 2' 5' [l [ l [ f I a total of 12 ft. fr. waH ,,,,,,,,,,g
'onstr To joint '
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(vour 11A /
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ocur 13A ) i 0
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Pour 11A to 13A Pour 13A to 11A Line No 1 Line No. 2 1 107 1 110 Test No. Time to reflector msec Time to reflector msec. 2 212 2 215 1 850 845 3 3
- 930 318 330 2 930 4 3 420 R !4 430 1080 1070 5 450 R 5 610 R 4 1170 1180 6 560 R 6 720 R 5 1290
_ 1290 7 7 660 R 830 R 6 1470 1480 8 770' 8 860 Plan view of calibration area - Lines 1 and 2 2' 9 940 9l950 .. . - Line-No. 1 --r-10 1050 10i1060 4' II II 1140 1120 .. . .- Line No. 2.-. . - _.-- p, 12 1260 l12l1270
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g , (~ MUENOW AND ASSOCIATES, INC. THARLOTT2, NORTH CAROLINA CALIBRATION TEST PROCEDURE PErdOMiED DAILY FRIOR TO TESTING PROGRAM LOUISIANA P05FP AND LIGHT WATERFORD NO. 3 . NONDESTRUCTIVE TEST EVALUATION OF BASL MAT CONCRETE FOR CRACK DEPTH AND ORIENTATION DATE: 7-16-84 CALIBRATION OF 45" TRANSDUCER If t centers for 12 'f t. on each side 1 4 4 1, & & V ' [ 2' 5' ll [ ] [For a total of 12 ft. fr. wall __________l f onstr To joint ' ' f \ .o 1 our 11A o r 13A l -
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Pour 11A to 13A Pour 13A to 11A Line No 1 Line No. 2 106 110 Test No. Time to reflector msec 1 1 Time to reflector msec. 2 210 2 214 1 840 835 3 318 320 2 945 940 4 420 R 4 440 3 1060 1050 5 460 R 5 ;600 R 4 1150 1140 6 550 R 6 710 R 5 1270 1290 7 650 R 830 R 6 1470 1480 8 760 8j860 Plan view of calibration area - Lines 1 and 2 9 960 g l 960 2' Li ne- No. 1 - -- r-10 1070 10 1060 4' 11 1180 Il 1160
.. . .. Line No. 2 ._
. p, 12 1290 l 12 1270 i
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( / MUENOW AND ASSOCIATES, INC. (' CHARLOTTE NORTH CAROLINA
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CALIBRATION TEST PROCEDURE PERFORMED DAILY P IOR TO TESTING PROGRAM LOUISIANA POWER AND' LIGHT WATERFORD NO. 3' NONDESTRUCTIVE TEST EVALUATION OF BASE MAT CONCRETE FOR CRACK DEPTH AND ORIENTATION 7-17-84 CALIBRATION OF 45 TRANSOUCER DATE: If t centers for 12 'f t. on each side 1 4 J& 4 V i\ f 2' 5' [l [ l {For a total of 12 ft. fr. wall onstr do joint j
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g hour 11A pour 13A i- ' s J Pour 11A to 13A Pour 13A to 11A L'ne No 1 Line No. 2 I 1 108 1 109 Test No. Time to reflector msec Time to reflector msec. 2 210 2 205 1 840 830 $ 3 310 3 320 ! 2 940 940 4 420 4 430 3 in7n in7n 5 470 R 5 610 R l 4 1160 1160 6 550 R 6 710 R 5 1280 1270 7 7 650 R 810 R 6 1470 1480 _ 8 760 8 Plan view of calibration area - Lines 1 and 2 860 , 9 960 9 970 2'
.- - - Li ne-No .--l --- -r-10 1070 10 1080 4'
11 1170 11 1180 ;
, , , , __. Line No. 2 - p, 12 1270 12 1280 t
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MUENOW AND ASSOCIATES, INC. b) C ARLOTTE NORTH CAROLINA CALIBRATIONTESTPROCEDUREPERFORMEDDAILYPEIORTOTESTINGPROGRAM LOUISIANA POWER AND' LIGHT WATERFORD N0' . 3 .. NONDESTRUCTIVE TEST EVALUATION OF BASE MAT CONCRETE FOR CRACK DEPTH AND ORIENTATION CALIBRATION OF 45' TRANSDUCER DATE: 7-19-84 t 1 If t centers for 12 ft. on each side 1 4 1& 4 & V
- f 2'~
5' ll l l [For a total of 12 ft. fr. wall __________l onstr tio joint f
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our 11A pour 13A ) Pour 11A to 13A Pour 13A to 11A Line No-1 Line No. 2 1 110 1 105 Test No. Time to reflector msec Time to reflector msec. 2- 212 2 214 1 830 810 g 3 330 3 335 , 2 930 910 4 420 R 4 430 l 3 1060 1040 5 470 R 5!600R 4 1180 1180 6 540 R 6 720 R 5 1270 1270 7 7 650 R 810 R 6 1460 1470 8 8 760 840 ! Plan view of calibration area - Lines 1 and 2 950 h 9 9 960 l ... . . L i n e- No .--l-- - r-10 1060 10 1040 4' 11 1170 II 1160 .
.. . . .._ . _ _ . . . Li ne. No. 2 - - --p, 12 1280 i12l1270
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MUENOW AND ASSOCIATES, INC. HARLOTTE. NORTH CAROLINA CALIBRATION TEST PROCEDURE PERFORMED DAILY PRIOR TO TESTING PROGRAM LOUISIANA POWER AND' LIGHT WATERFORD'NO. 3 ... NONDESTRUCTIVE TEST EVALUATION OF BASE MAT CONCRETE FOR CRACK DEPTH AND ORIENTATION CALIBRATION OF 45' TRANSDUCER DATE: 7-20-84 If t cente s for 12 ft. on each side , I [ 2'
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5' ll [ l [ For a total of 12 ft. fr. wall ,,,,,,__,g onstr o joint f [ our 11A pour 13A l Pour 11A to 13A Pour 13A to 11A Line No 1 Line No. 2 1 104 1 109 Test No. Time to reflector msec Time to reflector msec. 2 pia 2 pia 1 8@ 820 3 330 3 340 930 910 , 2 4 430 R 4 440 3 1060 1040 5 460 R 5 510 R~ 4 117n linn 6 540 R 6 720 R 5 1270 1280 7 650 R 7 810 R 6 1agn la7n 8 760 8 840 Plan view of calibration area - Lines 1 and 2 9 940 9 950 .. - - Eine-No.--I r-10 1160 10 1170 4' 11 1170 II 1170 ,, . . _______ _.-. Li ne No. 2 - p,
'12 1280 ' 12 1290
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b MUENOW AND ASSOCIATES, INC. " CHARLOTTE, NORTH CAROLINA CALIBRATION TEST PROCEDURE PERFORMED DAILY PRIOR TO TESTING PROGRAM LOUISIANA POWER AND LIGHT WATERFORD NO. 3 ... NONDESTRUCTIVE TEST EVALUATION OF BASE MAT CONCRETE FOR CRACK DEPTH AND ORIENTATION CALIBRATION OF 45* TRANSDUCER DATE: 7-23-84 Ift centers for 12~ft. on each side 1 4 4& 4 & V
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f 2'j 5' [l [ ] [ For a total of 12 ft. fr. wall ,,_,,,, onstr tTo joint our 11 A pour 13A s \ Pour 11A to 13A Pour 13A to 11A Line No 1 Line No. 2 110 107 1 1 Test No. Time to reflector msec Time i.o reflector msec. 2 215 2 217 1 840 l 830 i 3 3 330 ! 335 ' 2 930 950 , 4 420 R 4 425 3 1060 1040 4 5 460 R 5 1610 R 4 1170 1180 6 540 R 6 710 R S 1280 1290 7 650 R 7 810 R 6 1460 1470 8 760 8l840 Plan view of calibration area - Lines 1 and 2 9 950 9l960 - - - -Li ne -No.--l - - r-10 1050 10l1040 4' 11 1170 11l1180 .. . . . - Line No. 2 - - - - - _ . p, i 12 1270 1 12; 1280 l a _p
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~O MUENOWANDASSOCIATES,INC.O CHARLOTTE NORTH CAROLINA O
CALIBRATIONTESTPROCEDUREPERFORMEDDAILYPEIORTOTESTINGPROGRAM LOUISIANA POWER AND' LIGHT' WATERFORD NO. 3' .. N0NDESTRUCTIVE TEST EVALUATION OF BASE MAT CONCRETE FOR CRACK DEPTH ANJ ORIENTATION DATE: 7-24-84 CALIBRATION OF 45' TRANSDUCER Ift centers for 12 'ft. on each side 1 4 A6 4 4. V [ (( 2' 5' , [l [ ] [For a total fo 12 ft. fr. wall ,_________l f onstr t(o oint
/
3 k >.: 3 . , , l our 11A pour 13A i s Pour 11A to 13A Pour 13A to 11A Line No 1 Line No. 2 1 110 1 105 l Test No. Time to reflector msec Time to reflector msec. 2 215 2 210 l 1 830 820 3 330 3 340 2 940 950 1 4 430 R '4 450 3 1040 1040 5l 5 460 R 615 R 4 1150 1160 . 6 540 R 0 710 R , 5 1270 1270 7 650 R 7 820 R 6 1460 1470 8 760 8 I 840 Plan view of calibration area - Lines 1 and 2 910 920 2 '- 9 9 - . - - --Li No.-1 -r-10 1040 10 1020 4' 11 11 11pn l 114n .. . . _. - Line.No. 2 p, 12 1210 12 1220 1 _A
m {}' MUENOW AND ASSOCIATES, INC.() CHARLOTTE, NORTH CAROLINA N) CALIBRATION TEST PROCEDURE PERFORMED DAILY PRIOR TO TESTING PROGRAM LOUISIANA POWER AND LIGHT WATERFORD NO. 3' ... NONDESTRUCTIVE TEST EVALUATION OF BASE MAT CONCRETE FOR CRACK DEPTH AND ORIENTATION CALIBRATION OF 45* TRANSDUCER DATE: 7-25-84 l l Ift centers for 12 'ft. on each side 1 I J& 4 A V [ 2' s' Ii1l (( r a total of 12 ft. fr. wan _________g onstr {Ior joint ' l
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our 11A pour 13A / .- l , Pour 11A to 13A Paur 13A to 11A Line No 1 Line No. 2 1 110 1 110 Test No. Time to reflector msec Time to reflector msec. 2 215 2 205 1 830 830 3 320 3 310 2 940 940 4 440 R 4 430 3 1040 1030 5 450 R 5 615 R 4 1150 1150 6 sian a 6 710 a 5 1270 1260 7 650 R 7 830 R 6 1470 1460 8 870 8 845 Plan view of calibration area - Lines 1 and 2 9 930 9l920 2' .... Li ne-No.-1 --- r - 10 1040 10 1030 4 11 II 1140 1140 ...._I.- Line.No. 2. -
- .. p,
,12j1250 12l1240
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(- MUENOW AND ASSOCIATES, INC. HARLOTTE, NORTH CAROLINA CALIBRATION TEST PROCEDURE PERFORMED DAILY PRIOR TO TESTING PROGRAM LOUISIANA POWER AND' LIGHT WATERFORD NO. 3' ... - NONDESTRUCTIVE TEST EVALUATION OF BASE MAT CONCRETE FOR CRACK DEPTH AND ORIENTATION CALIBRATION OF 45* TRANSDUCER DATE: 7-26-84 l Ift centers for 12'ft. on each side I i 4 b a 6. J [ 2' 5' [] [ l [For a total of 12 ft. fr. wall ,,,,,,,,, onstr tio joint f c, . bour 11A pour 13A I Pour 11A to 13A Pour 13A to 11A Line No 1 Line No; 2 107 110 1 1 Test No. Time to reflector msec Time to reflector msec.
;2 205 2 207 1 820 840 3 3 315 318 !
2 960 960 4 420 R 4 440 3 1060 1070 5 450 R 5 l600 R 4 1170 1140 } 6 540 R 6l690R S 1280 1270 7 Mn n nan p 6 1480 1480 8 760 8l840 . Plan view of calibration area - Lines 1 and 2 9 980 9l970 2'
- - - Li ne No . -- l --- - ,e -
10 1040 10 1040 4' 11 1180 11 1180
.. . .-. Line No. 2 - - . .
p, 12 1290 12 l1270 l 1 i _^
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/7 (~n MUENOW AND ASSOCIATES, INC. '~bHARLOTTE, NORTH CAROLINA CALIBRATION TEST PROCEDURE PERFORMED DAILY PRIOR TO TESTING PROGRAM LOUISIANA POWER AND LIGHT WATERFORD NO. 3 ...
NONDESTRUCTIVE TEST EVALUATION OF BASE MAT CONCRETE FOR CRACK DEPTH AND ORIENTATION CALIBRATION OF 45* TRANSDUCER DATE: If t centers for 12 'ft. on each side 1 4 1" 6 & . V f 2' 5' ll l l l .For a total of 12 ft. fr. waH ,, , , ,, , , ,, l f onstr tIo. joint '
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u \ ! A our 11A cour 13A l / , J Pour 11A to 13A Pour 13A to 11A Line No 1 Line No. 2 1 joy 1 108 ! Test No. Time to reflector msec Time to reflector msec. 2 213 2 220 ! 1 840 830 3 325 3 340 960 980
+
2 4 430 R 4 440 3 1050 1040 5 460 R S l 610 R 4 1170 1180 6 540 R 6 705 R 5 1290 1290 7 7 650 R 815 R l 6 '1480 1470 - 8 769 8j870 i Plan view of calibration area - Lines 1 and 2
. i 9 970 9l980 ; .2' ., , . -
Li ne-- No. --- ---r-10 1030 10 1000 4' 11 1170 11 1140 .. . .f Line.No. 2 p, 12 1290 12!1260 I
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MUENOW AND ASSOCIATES, INC.NORTH CHARLOTTE, J CAROLINA O CALIBRATION TEST PROCEDURE PERFORMED DAILY PRIOR TO TESTING PROGRAM LOUISIANA POWER AND~ LIGHT WATERFORD NO. 3 .
NONDESTRUCTIVE TEST EVALUATION OF BASE MAT CONCRETE FOR CRACK DEPTH AND ORIENTATION CALIBRATION OF 45* TRANSDUCER DATE: 7-30-84 Ift centers for 12 'ft. on each side 1 4 4& 4 & V
.[ 21 5' li i l [For a total of 12 fr. wall
----------l f onstr tfo joint
/
.. o our 11A pour 13A l., ' \ J Pour 11A to 13A Pour 131. to 11A Line No 1 Line No. 2 1 106 - 0 1 106 - 0 Test No. Time to reflector msec Time to reflector msec.
2 214 - 0 2 217 - 0 1 840 840 3 318 - 0 3 319 - 0 ' 2 960 960 4 427 - R l4 430 - 0 3 1050 1050 5 460 - R 5 610 - R 4 1160 1160 6 540 - R 6 710 - R 5 1290 1270 7 650 - R 7 810 - R 6 1470 1480 8 , 760 - 0 8 860 - 0 Plan view of calibration area - Lines 1 and 2 9 960 - O g 964 - 0 2' ., . . - Li ne-No.-1 r-10 1070 - R 10 1080 - 0 4' 11 1170 - 0 11, 1190 - 0 Line No. 2 -
.. . . . - - - - p, '12 I 1270 - 0 12 1290 - 0
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MUENOW AND ASSOCIATES, INC. CHARLOTTE, NORTH CAROLINA CALIBRATION TEST PROCEDURE PERFORMED DAILY PRIOR TO TESTING PROGRAM LOUISIANA POWER AND LIGHT WATERFORD NO. 3 .. NONDESTRUCTIVE TEST EVALUATION OF BASE MAT CONCRETE FOR CRACK DEPTH AND ORIENTATION DATE: 8-2-84 CALIBRATION OF 45* TRANSDUCER Ift centers for 12'ft. on each side 1 4 1& & 4 V
/
'I f 2' 5' [l l l l For a total of 12 ft. fr. wall ----------l f onstr {To joint
;i 3 r; r bour 11 A pour 13A l2: '
N l Pour 11A to 13A Pour 13A to 11A Line No 1 Line No. 2 1 109 1 107 ! Test No. Time to reflector msec Time to reflector msec. 2 217 2 214 ! 1 820 830 3 326 3 320
! 2 960 950 4 430 R 4 434 3 1050 1040 5 460 R 5l610R 4 1140 1150 6 540 R 6l720R 5 1270 1280 650 R 7l800R 6 1470 1480 8 8 ! Plan view of calibration area - Lines I and 2 760 840 9 960 9l954 2' - - - -
Li e No. ---- r-10 1040 10'1030 4i 11 1290 l II.1260 ,,, , ,_l.... Line No. 2 . . _p, 12i
. _ _12 l M
y o (") MUENOW AND ASSOCIATES, INC. ' HARLOTTE NORTH CAROLINA CALIBRATIONTESTPROCEDUREPERFORMEDDAILYPkIORTOTESTINGPROGRAM LOUISIANA POWER AND LIGHT WATERFORD NO. 3- ... NONDESTRUCTIVE TEST EVALUATION OF BASE MAT CONCRETE FOR CRACK DEPTH AND ORIENTATION CALIBRATION OF 45* TRANSDUCER DATE: 8-3-84 Ift centers for 12'ft. on each side i 1 1 1, & & V I f 2'
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5' ll [ l [For a total of 12 ft. fr. wall __________l onstr (o joint
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I !! our 11A pour 13A 1,. I Pour 11A to 13A Pour 13A to 11A Line No 1 Line No. 2 1 100 1 98 Test No. Time to reflector msec Time to reflector msec. 2 213 2 212 1 820 810 i l 3 320 3 315 i 2 3 960 920 4 4 400 R 440
- 1050 1020 5 460 R 5 605 R 4 1140 1150 6 540 R 6 695 R 5 1270 1290 7 650 R 7 815 R 6 ' 1460 1470 8 760 8 840 , Plan view of calibration area - Lines 1 and 2 2' -
9 940 9 950 ., . . - Line-No;-1 r-10 1020 10 1020
,Il 1140 11 1140
,, . . _ _ . . Line No. 2 - --
p, 12 1290 f12' 1260 _^
MUENOW AND ASSOCIATES, INC. HARLOTTE, NORTH CAROLINA CALIBRATION TEST PROCEDURE PERFORMED DAILY PRIOR TO TESTING PROGRAM LOUISIANA POWER AND' LIGHT WATERFORD NO. 3 . NONDESTRUCTIVE TEST EVALUATION OF BASE MAT CONCRETE FOR CRACK DEPTH AND ORIENTATION DATE: 8-8-84 CALIBRATION OF 45* TRANSDUCER If t centers for 12 'ft. on each side
.I & 4& & 4 V
/ For a total of 12 ft from wall T 2'
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5' ll l l l -------- M, onstr qTo joint l
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f
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our 11A pour 13A l J Pour 11A to 13A Pour 13A to 11A Line No 1 Line No. 2 1 110 1 110 Test No. Time to reflector msec Time to reflector msec. 2 217 2 213 1 800 810 3 326 3 320 920 910 H 2 4 4 3 h 430 R 436 1050 1040 5 46n n l5 600 R 4 1140 1140 6 ! 540 R 6 700 R 5 1270 1280 7!650R l7 830 R 6 1470 1460 8 760 8 840 _ Plan view of calibration area - Lines 1 and 2 9I 950 '9l960 ... - - Li ne--No .-1 -- #- 10 1050 10 '1030 4' 11 1160 1140 l 11 ... . .- Line.No. 2 . _ ---- p, 12j 1270 12 1290 l
. n
_ . . _ _ ..- .=_.__ _ _.=. ... - .- .. . - -.. ..._. -- .. . -_ .- ... 1 . 9Armemw amiatuoriates Sw. GAATERIALS ANO NONOESTRUCTivE TESTING p ' 3940 HUNTCUf7 OR. I 3 f - CHARLOTTE. NORTH CAROUNA 28211
\ (7048 3774041 -(7043 542 2223
. 1 l l J i l 4 . 4 4 O I APPENDIX NO. 4 RESLME OF EXPERIENCE AND ! QUALIFICATIONS FOR MUENOW AND ASSOCIA1ES, INC. J ! RICHARD A. MUENOW, P.E. 3 t o i i i O 5 l 1 380
Mtumm anMuociata, One. MATERIALS AND NONDESTRUCTivt TESNNG. 3940 HUNICUFF DR
/ X)
' b/ CHARLOTTE. NORTH CAROUNA 28211 (704) 377 6 l 1704) 542 2223 NAME: Richard Alan Muenow ADDRESS: Muenow and Associates Inc. I 1733 East 7th Street Charlotte, N. C. 28204 TELEPHONE: 704-377-4042 EDUCATION: Lane Technical High School, Chicago, Illinois 1949 University of Illinois, Champaign, Illinois 1954 B.S. Civil / Geological Engineering PROFESSIONAL EXPERIENCE: Pan Am Exploration Co., Shreveport, La. 4 yrs. Portland Cement Association, Skokie, Ill. 9 yrs. Law Engineering, Atlanta, Ga. 8 yrs. Muenow and Associates, Charlotte, N.C. 6 yrs. GENERAL EXPERIENCE: f(m,/ s) Complete responsibility for the administrative, marketing and technical resources concerned with structural evaluations, client contact ar.d project management. Twenty seven years of dealing with structural and material problems relative to their successful completion and service life. SPECIFIC NUCLEAR EXPERIENCE: Structural evaluations and recommended repair procedures o for the following facilities:
- 1. Three Mile Island Unit 1 - Ring Beam.
- 2. Peach Bottom Units 2 and 3 - Foundation Slab.
- 3. Salem Unit 1 - Containment Wall.
- 4. Perry Unit 1 - Turbine Bldg.
Auxiliary Bldg. Foundation.
- 5. Palisaides - Containment Walls.
- 6. Wolf Creek - Containment Walls.
- 7. Copper Nuclear - Foundation Containment Walls Turbine Pedestal Auxiliary Bldg. Foundation
- 8. Prairie Island - Fire Damage to Pedestal
- 9. Marble Hill - Containment Wall.
Turbine Pedestal. Auxiliary Bldg. Foundation. ' Radiation Waste Storage. pxg 10. Brunswick - Containment Walls. Turbine Pedestal. sT3R
y V 11. Oconee - Containment Wall Dome Concrete
- 12. Turkey Point - Containment Walls.
Dome Concrete Foundation.
- 13. Crystal River - Containment Wall.
Dome Concrete, f 14. St. Lucie - Containment Walls. Auxiliary Bldg. Dome Concrete.
- 15. Edwin Hatch - Auxiliary Bldg. -
Turbine Pedestal
- 16. V. C. Sumner - Containment Wall.
- 17. Browns Ferry - Fire Damage.
- 18. Surry - Auxiliary Bldg.
- 19. South Texas - Containment Wall.
- 20. Comanche Peak - Containment Wall.
Dome Concrete. Radiation Waste Pool. .
- 21. Waterford - Foundation.
Auxiliary Bldg. Ring Beam.
. Dome Concrete.
- 22. Grand Gulf - Entire Cooling Tower.
P 'd
- 23. Calvert Cliffs - Ring Beam, Containment Wall.
Dome Concrete.
- 24. Shearon Harris - Intake Structure.
s Containment Walls.
- 25. WPPSS Unit 2 - Containment Walls.
- 26. WPPSS Unit 4 - Containment Walls.
Biological shield Wall.
- 27. Midland - Containment Walls.
- 28. Callaway - Dome Concrete.
- 29. River Bend - Intake Structure.
Foundation.
- 30. Trojan - Auxiliary Bldg.
-31. Handford Reservation - 4 Buildings Totally Evaluated.
- 32. Liner Accelerator - Total Evaluation of Race Track.
- 33. Princeton Fusion Facility - Foundation.
PATENTS: Image Converter with Ultrasound #3431462 3/69 Concrete Thickness Equipment #3504532 4/70 PUBLICATIONS: 39 Technical publications all of which are concerned with nondestructive testing of concrete and composite structure. O TtCan: cat oRcanizATion scH8tRSareS:
- 1. American Concrete Institute (ACI)
Committees 437 and 358 _ _ - . _ _ _ _ _ _ _ _ __ 382 .._.. _ _ _ _ _ _ _ . . . _ _ _ _ _ _ _ . _ _ _ _ ,
I 4
'-- 2. American Society for Testing and Materials (ASTM)
Committees C-9 and E-7
- 3. National Society of Professional Engineers (NSPE)
Ccamittees P.E. in Construction.
- 4. RILEM (International Union of Testing and Research Laboratories for Materials and Structures)
, Committee - Nondestructive Tests. REGISTRATION: State of California #QU 1864 e I ~ f~ V) e e e D 383
_ OMB Approvil No.* 294CC23 L " . STANDA.h 1. Firm Name / Business Mdryss; y , , - 2. Year Present Firm T d3 Prepared: l FORM (SF) WUENOW AMD ASSOCIATES [ INC. Estab ed: l 254
}733 EAST 7th. STREET CIIARIDTTE, NORTil CAROLIN A 28204 4. Type of ownership-
+ v. ,e.s.Eng.neer r
or.c r<eisted S., vices Ia. Submittalis for- OParent Company O Branch Office da. Minontyowned O yes FJ no ovest cnnaire 5 Name of Parent Company,if any: Sa. Former Firm Name(s),if any, and Year (s) Established: NONE NONE -
- 6. Names of not more than Two Principals to
Contact:
Title / Telephone i) Richard Muenow - President.,. 704.377 4042
- 2) Lorie Muenow - Sec. / Treas. -
- 704 377 4041
- 7. Present Offices: City / State / Telephone./ No. Personnel Each Office
- 7a. Total Personnel 22 Charlotte, N.C. 704 377 4042 12 Charleston, S.C. 803 723 7866 6 . l Chicago, Ill. 312 537 0855 4 l
g!
- z.
l l
- 8. Personnel by Discipline:
2 Administrative Electrical Engineers Oceanographers Architects Estimators Planners: Urban /flegional , Chemical Engineers 3 Geologists Sanitary Engineers 1 , 10 Civil Engineers Hydrologists L Soils Engineers l L Constructioninspectors Interior Designers Specification Writers l Draftsmen Landscape Architet.ts 1 Strue' ural Engineers Ecologists Mechanical Engineers Surveyors Economists Mining Engineers Transportation Engineers
- 9. Summaryof ProfessionalServices Fees Last 5 Years (most recent year first) Rsr.ges of Profeastonal Services Fees j Received;(insert index number) T n $100 con i
. 19_&3_ 19_.82 19_.81_ 19_80 19.1.9__. 2. stoc occ io saso tm !
Direct Federal contract work, including overseas 1 1 2 1 _ _ j. $$$l5#$n m All other domestic work - 4- 3 'l 3 2 5 si minion to s2 m n.on l All other foreign work *
- _1 2 2 1 1 6 gmnen, gm n
, l
' Firms interested in foreign work, but without such egrience.jheck here: D. p s. sto min.on or greater
- 10. ProfcCCLQ's Project EmpertenceACD0m Profc hmber of Total Groes Fees - -- . Profile Number Total Gross Fees Profib Number of l Total see Code l Esects (in thousands) Code Propcts (}
V (in thousands) Code Projects (in .4) 11089 53 2508 11) 21) .
- 2) 12) 22)
- 3) 131 23) 13 14 Pli
- 5) 1 51 25)
- 6) 16) 26)
- 7) 17) , 27)
- 8) 18) 28) 91 19) 29)
?On 20) 30)
- 11. Project Examples. Lmt S Years ,
Completion Prof.b "P"."C". ,, . . .. Cost of Work Data Code "M.' or "lE" Project Name and Location . Owner Name and Address (in thousands) (Actualor Estimated) P ' Dallas Main Ctr. Shell Oil Co. 10 83 089 Dallas TX. " valuation of foundation and repair of concrete 2 JV Frostburg Dam City of Frostburg 14 83 089 Frostburg Maryland Evaluation arch type d,am M" 3 P Coal Silo Leslie Coal Mine Co. for.the 29 83 089 Leslie, KY , Factory Mutual Engr. Co. Structural evaluation of failure . P Port Jefferson Pwr. Plt. ' LILCO Hicksville NY 59 83 089 Port Jefferson NY Evaluation"of concrete in 500' i chimney for wall thickness 5 P 2 Illinois Ctr. Metrop. Structures Chicago, Ill. 10 83 089 Chicago, Illinois Evaluation of beam and column concrete for delaminations . JV 6 F Building Dept. of Energy Aiken SC. 10 Cont. 089 SRP Augusta, GA. Evaluation of damaged crane rail 7 P Constant.ine Dam Michigan Pwr. Co. Grand Rapids MI. 8 83 089 Co n s t an t.'i n e , Michigan Evaluation of dam and foundation concrete and repait method
- 5 -
.1" ~.4rEThe cm ....
! 10 Prof.dof Firmb Project Experience. Last 5 ears -
Profc of Total Gross Fees ~ ~ Profile - Number [ ) TotalGross Fees Profile Number of Tot:J Tees Code ogects (in thousands) Code Projects V (in thousands) Code Projects (in .Js) 1: 11) 21) , 2, 12) 22) 3; I3 22; 13 14# 2 41 5, 15) 256 El 16) 26) 7: 17) 27) 8: 18) 28) 9, 19) 29) 10 20) 30)
- 11. Project Examples. Last S Years .
Completion Profib "P","C". . - 2 . .. . Cost of Work Data Code "JV" or "lE" Project Name and Location ., 3 : Owner Name and Address (in thousands) (Actual or Estimated) 1 089 P Keystone Steel Co. Keystone Steel Co. 8 82 Peoria, Illinois Evaluation of concrete foundation and pouring stand p 2 Public Service of NM PSNM Albq. NM 12 Cont. ! 089 Farmington NM Evaluation of SO4 tanks for R/F
. and concreto deteroiration JV 3 IBM Farmingdale NY IBM Farmingdale NY 4 82
_089
- Evaluation of concrete tank wall u thickness and insitu condition 8 -
JV 4 NYCTA NYC 7 83 Wall Street Station 089 NYC, NY Evaluation of track foundation concrete P 5 Accelerator Addition Dept. of Energy WDC 15 83
- 089 Batavia, Illinois Evaluation of foundation concrete and recommend repair ,
p 6 East fluntington Bridge WVA Dept. of Ilighways 200 Cont. 089 Iluntington, WVA Evaluation of plastic concrete during placement operations and
-- ._ _ r_epair_of_cI;tekinc __. ..
7 089 JV Philade'1'phia RT Philadelphia RT, PA 5 83 Evaluate .5 miles of overhead structure and recmmend repair s .'Ma:,7,'L .., c,.. ....
~
10IProfne' of FDDMDM Prorc of Total Gross Fees - Profile Number t'"N Total dross' Fees Profile Number of l Totsi -eas Code ojects (in thousands) Code Projects (,) (in thousands) Code Prosec") (in 4)
) 11) 21) .
l Si 12) 22) 3; 13) 23) 4) th - 246 5 15) 25) 1 61 16) 2 61 l h 17) 27) ! 8 18) 28) 96 19) 29) 10; 20) 30)
- 11. Project Examples. Last 5 Yous Completion l Prof.b "P"."C". ..
. .- - . Cost of Work Data Code "M.* or "lE" Project Name and Location .. Owner Name and Address (in thousands) (Actual or Estimatoi P ' ARCO Refinery ARCO Dallas TX 64 82 089 Baytown TX. Evaluate and supervise concrete of, l compressor pedestal P MX Missle Silo USAF Vandenburg AFB 12 83 089 Vandenburg AFB, CA. Evaluate concrete in s,ilo be'11nd steel liner plate 3
JV Bow Valley Complex Dow Valley Management Co. 14 83 089 Calgary, Canada . Evaluation of building facade and repair system 4 15 83 JV Crystal Dam Chey. Wyom. Water Dept. 089 Chey. Wyom."
^
Evaluation"of arch type dam P Conesville Power 'Plant Ohio Power Co. Columbus, OH. 8 82 089 Conesville OH. Evaluation of grout and gunite yepair 6 P Delaware Dam USCE Huntungton WVA 9 82 , 089 Columbus, OH Evaluation of damage to wing walls for repair estimate 7 P PUREX Buflding Dept, of Energy WDC 43 82 089 ' Hanford, WA Evaluation of concrete in high radiation area
- a. . L".*.J"'all0'O a., i., c,.. .... ee
13 Profile s (' }*o Project Exponence. Last 5 Years Profib # Number of T til Gross Fres Profsb l Number of Tot:1 Gross Fees Code Projects Proftb Number of I Tota Gross Fees (ise thousands) Code Projects (in thousands) Code Projects (in thousands)
- 1) I16 2, ?1l 12\
3, 228 13) 23)
- 4) 14) 241
- 5) 151 25)
- 6) 10) 7)
- 26)
- 17) 27)
- 8) -
18)
- 9) 28)
- 19) 29)
- 10) 20) 30)
- 11. Project E,mnpies. t.ast 5 Years * -
ProTib "P."C". P Code "X; or "IE" Project Name and Location Cost of Work e , Owner Name and Address (in thousands) (Actual or Estimated) P 1 Loston Subway Boston Rapid Transit Authority 50 089' 81 Structural Evaluation Boston, Mass. Boston, Mass. P 2 Racine Dam Racine G1ty t.lectric Coop. 089 . Damage Inspection and Repair Racine, Ohio
- 37 80 Racine, Ohio -
4 J 3 Callaway Nuclear Plant St. Louis Electric 43 81 Dome Evaluation - St. Louis, Mo. <- 089 j Columbia, Mo. . .
^
P 4 Sumner Nuclear Plant SCE & P 089 Containment Evaluation Columbia, S. C. 80 79 Sumner, S. C. C 5 Baltimore Subway MTA 089 Structural Evaluation Baltimore, Md. 90 81 Balitmore, Md. P 6 Ashland Chemical Co. Ashland Oil i 089 Fire Damage Evaluation Houston, Teias 10 80 Ashland, Ky. , 8 l P 7 Hanford' Works U. S. Dept. of 5nergy
~ ~~
_. ~ ~ ~~ I ~ 089 Structural Evaluation of Damaged Bldgs. Washington, D. C. 150 Cont. Hanford, Wa. -- - , 7'
, 1
_ _____ -- _a
089
' .(") Marbichill Nu' clear d' '
Ev21uaticn of Entire Facility
} PSI Plainfield, Indian 2 240 New Hope, Indiana 80 JV 9 Silo Explosion Evaluation Cook Elevators agg Evaluate and Repair Spec's Kansas City, Ka. 190 Galveston, Texas 79 JV 10 Silo Explosion Evaluation Westwego Coop.
389 Evaluate and Repair Spec's Westwego La. 50 78 Westwego. La. . P 11 Atlanta Rapid Transit Marta 389 Bridge Evaluation and Repair Atlanta, Ga. 15 81 Atlanta, Ga." -
~ '
P 12 Grand Gulf Nuclear Plar.t Miss. P & L 3gg Evaluate Entire Cooling Tower Jackson, Miss. 340 80 Port Gibson, Min. P 1%eorge Hasconte Convention Center City of San Francisco 089 Evaluate and Repar Roof Failure San Francisco, Ca. San Francisco, Ca. 60 Cont. m 82 JV 1696 Bridge Failure Michigan DOT 089 Evaluate & Repair Lansing, Michigan 30 Detroit, Mich. 81 JV 15unshine Skyway Bridge Florida DOT 089 Evaluate Concrete and Soil Foundation Talahassee, Fla. 175 80 Tampa, Fla.
- 089 P 14ater Treatment Plant i. Water Commission Evaluation of Cracks with Repair Proced -
Falmouth, Va. 10 79 ure - Falmouth, Va. P 1'Hyatt House Hyatt House Analysis of Failure 089 Hallmark Cards 45 Cont. Kansa City, Ka. Kansas City, Ka.
~
089 P 18 MX Missle Silo R. A. Hanson Co. Evaluation of Damage Spokane, Wa. Spokane; Wa. 190 Cont. P Stompressor Pedestal " Arco Oil Co. 089 Damage Evaluation & Repair Houston, Texas 100 81 I II L
, p l 0Cimpbell S::up , c
lt(MampbellStup & V: Flo:r Failurs Evalue,litn':S @pajr ' .. V arrisburg.,Pa.,. W 089 . _g 5 , 81
. Newt 0n, N. C. g l
g ~~. "~
' ~
JV 2' Paper Mill - Coosa Pines l Kleenex Co. 089 . Fouadation Failure '
~
Goosa Pines - 4 81 g
, $, C00sgPines,A1. l R2Maridtt Hotel Mariott Hotels
- JV .
089 .l i
.- Garage Failure - Evaluation & Repair . Arlington, Va. i 49 I 81 l,'
Salt Lake City, Utah l j l Cont.
- - - ! I
~_1 JV I 23 Georgia
~'
Ports Slab ! Georgia Ports Authority Foundation Failure.& Repair Atlanta, Ga. 089 , 10 81
- -. { Savannah, Ga.. _ _ . _ _ _
, y u _____
P ,* Fossil Fuel Power Plant e' i Public. Service of N. M. 089 , l San Juan - Foundation' j Albuguergue Pl.M. 24 79
, .7..__..._.....____._._......___q_____
_ _ _ _ . _ _ _ . _ . . . _ . . , __ g ._ _, 1 089 JV , West Virgfnia Toll Road West Virginia DOT I 200 Cont. . [ Evaluation' of 30 miles Charleston WVA l
^
~ ~ ' ~
J.V l @ US Naval Engr. Center ~~[ U~
~~'S Navy Engr. Center ~h'>
089 i j Beam and column failure Washington DC ; 5 81 l Evaluate and repair . . i - g
! P l ' Delaware Dam Depth of damage US' Corps of Engrs. ; I E089 l '
l survey and repair Delawqre OH HUntington District i 10 1 Cont.
, _ Huntington WVA ; j
- . . - . . . . ~ . _ , _
]j ,,8' Chicago Deep Tunrel Project i JV Metro.. Chicago' Sanitary Dist. i 089 , Shaft evaluation and repair Chicago Illinois 90 I 81 3
Chicago Illinois P WT Love Dam Evaluation of foundation Portsmouth El'ectic Coop , 089 l and concrete in dam Portsmouth OH 80 Cont. '
~
Portsmouth OH
. P l ' Zilwaukee Bridge Evaluation of Michigan DOT 089 danage and repair with epoxy injection Lansing Mich. 40 Cont.
A: metho % Zilwaukee Mich. 12.The reg n as a stat .ntoff ts N signat - - _'_ m "f Typed Namo and
Title:
RICHARD A. MUENOW PRESIDENT
~
Date 4-3-84
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