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Enclosure B, Bechtel Report No. 25593-000-G83-GEG-00016-000, Effect of Laminar Cracks on Splice Capacity of No. 11 Bars Based on Testing Conducted at Purdue University and University of Kansas for Davis-Besse Shield Building. Part 6 of 7
	ML15299A150
Person / Time
Site:	Davis Besse
Issue date:	07/30/2012
From:	Liano R, Munshi J, Reilly R; Bechtel Power Corp
To:	; Office of Nuclear Reactor Regulation
Shared Package
ML15299A142	List: L-15-328, Enclosure B, Bechtel Report No. 25593-000-G83-GEG-00016-000, Effect of Laminar Cracks on Splice Capacity of No. 11 Bars Based on Testing Conducted at Purdue University and University of Kansas for Davis-Besse Shield Building. Part 7 of 7; ML15299A143; ML15299A144; ML15299A146; ML15299A147; ML15299A148; ML15299A149; ML15299A150;
References
	L-15-328 25593-000-G83-GEG-00016-000
	Download: ML15299A150 (150)
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r-'age t/ 01" O 1114 Appendix B: Reinforcing Steel Drawings REDACTED VERSION 3cD.187 112 NVH~III~kJ-She& stEn~7W J 164 l/2"-I-Il mf~-i,.; ; * * * * * = *. .... ________________

-- I t-HIIIIIIIIIIIIII IIIIIIIIii1111111

,.--.-NO 5smupa(5m kr- : r ..r NLLITHWhh I'll'I I I I'llI 3"6 " I w1 i 132" i 84*i I Figure B. 1 -Reinforcing steel drawing for beams with 79 in. splice length -monolithic REDACTED VERSION 3OO" 187 1/2" 79"[-1---12"Shear stirrup f It-

41 IL -_ll-_,.I

.........

JI-_l. ....... J H H II II II fl I II II II I1 i II II .. .. ... ... ...... ... .. ... ..FHII--H II11 HIf I IIH H1 fl I i HH111 I III H H lIi H I H H ilHIH...... .... ..I! II 1 L II II I I 1 II I ~ .II H H. II 12 1/2" I I 24(" cold joint region HL side hoop Load Load 288" I t --- t J No. 5 stirrup at 5 in. spacing 24o-,cold joint re~jion 1 I/ ° -J__ l --I t 84~l 132" 1 84" J Support Support Figure B.2 -Reinforcing steel drawing for beams with 79 in. splice length -with crack REDACTED VERSION I No. 5 stirrup at 5 in. spacing T- r I. , ,]324"-, ~ t~u Ut. *~MflJBI I , dT/I.; ... ..... .... ... .... } I!UUI II illU I II B 18"~,' IF 'ii II II 84" I 168" I 84" 4 Support Support Figure B.3 -Reinforcing steel drawing for beams with 120 in. splice length -with crack REDACTED VERSION bbJL-UUU-(L5i-U31--UUUlth-UUU I--'age ('d2 O! 1 114 Appendix C: Detailed crack maps of Beams 1 -6 REDACTED VERSION

I'age Id i ot 1114 North Face E a s t South Face W e s t IS Top Face W e s t Loading Pedestal Point Support (a)REDACTED VERSION bbiJ-UUU-Ub::J-ULSI--UUU1ti-UUU Irage b4. ot' 1114.North Face E L._._,jI V South Face Top Face t _ _ _ _ _ , _ _Splice Center L Region (b).ie Splice Region REDACTED VERSION

I-age Itib 0? 1114 North Face W e s t South Face E a s t Top Face---I-A 9 J] ii 5f 4 E a s t Pedestal Support Loading Point (c)Figure C.1 -Crack map for Beam 1. Numbers indicate maximum average end load when cracks marked.REDACTED VERSION

I-age /(Jb O! 1 114 North Face E a s t South Face W e s t W e s tFace-.-I I Loading Point Pedestal Support (a)REDACTED VERSION

I-'age Id!' OT 1114 North Face E a s t W e s t South Face Top Face W e S t Splice Center Line Splice Region Region (b REDACTED VERSION

F-"age flit 0t? 1114 North Face South Face W e s t E a s t Top Face E a s t Pedestal Support Loading Point (c)Figure C.2 -Crack map for Beam 2. Numbers indicate maximum average end load when cracks marked.REDACTED VERSION bbI-UUU-LSiLi-LSu-LSUUU1 -UUU I-sage 1fIY 011114 North Face E a s t 3,0j~L6 A 30 2T'ic, South Face W e s t Top Face W e s t Loading Point Pedestal Support (a)REDACTED VERSION

I-'age i~u or 1114 North Face E a s t J15~3o 1 Is'-30 4C South Face W e s t Top Face W e s t Splice Center Line Splice Region Region (b)REDACTED VERSION

-'age /(91 0?f 1114 North Face 4-i- -3o 3 OA-1#LO 3O~..I I-w e s t 34 L4O.~~South Face E a S t Top Face E a s t Pedestal Support Loading Point (c)Figure C.3 -Crack map for Beam 3. Numbers indicate maximum average end load when cracks marked.REDACTED VERSION bbJL-UUU-(,U~J-UJ::LU-UUUI b-UUU w-age (19iL Ot 1 114 North Face E a s t W e s t W e s tFace Loading Point Pedestal Support (a)REDACTED VERSION

twage 0? 1 114 North Face E a s t Top Face°!)' t S.1.17%,\--m e I '((i T Splice Region Center Line Region (b)REDACTED VERSION

tiuu-'age (f)4 Ot 1 114 W e s t E a s t Top Face Pedestal Loading Support Point (c)Figure C.4 -Crack map for Beam 4. Numbers indicate maximum average end load when cracks marked.REDACTED VERSION

,IJ-UUU-ULS--ULU-UUU1Ii-UUU I-sage IfA OT 1114 North Face E a s t W e s t W e s t South Face Top Face Loading Point Pedestal Support (a)REDACTED VERSION

b-UUU P"age /~t o'r 1114 North Face t.o Aj" °South Face Top Face ice Cente lion (b)Spli Reg r LineSplice r~ineRegion REDACTED VERSION bbJL-UUU-U J-U:LU-UUUlTh-UUU t-'age fIl( 01" 1114 North Face W e s t E a s t South Face-I 1'l WI 3.)Top Face*1 6 V. I t'II~"V ( FL 4~ I ej.v) U I/ '4',0 30 Is E a s t Pedestal Support Loading Point (c)Figure C,5 -Crack map for Beam 5. Numbers indicate maximum average end load when cracks marked.REDACTED VERSION

r-age (~ti ot 1114 North Face E a s t W e s t W e s t South Face Top Face Loading Point Pedestal Support (a)REDACTED VERSION

b-UUU t-'age 0" 1 114 North Face E a s t South Face W e s t 7 b "°lop Face W e s t Splice Region Center Line Splice Region (b)REDACTED VERSION

b-UUU I-'age iUU 01" i 1 14 North Face South Face W e s t E a s t E a s t Top Face Pedestal Support Loading Point (c)Figure C.6 -Crack map for Beam 6. Numbers indicate maximum average end load when cracks marked.REDACTED VERSION

b-UUU I-'age oT 1114 Appendix D: Reinforcing steel mill certification and deformation measurements REDACTED VERSION

I-"age OT 1 114 MEW@R STELrE KAIMKAMEE, WOC.Soul to~ 81. CO Mil Crtlfct1 o 5,~ To m:f 413-7452 Ciw P0. 5s e~w 266512 Grd SI111094GAS@I A~1 16314? I10IIWSO0@

Olmcil~n 1416160R 42@(GIS) Lgud pb KI4IOnTPS_______ ______________________

cam s106 c .ci io V CEAl0S 026 106 100 14% 0.4 .2% 020 .1% 00U .10 06% 0~e 0wm 0M660A ~W*VI 101?Peg2 oli Figure D1 -Mill certification of No. 11l bar REDACTED VERSION

b-UUU I-'age dUSt Ot 1 114 Mill Certification Details EUl of Lding #: 435560-1K Hut #: KN1110558901 Grad:6 Date 11/1812011 Tag #: KN111I128344 lU: Nucor Imkkc O, MO 1.00 .390 .360 .250 20 .13o ,063 .05 .014 .00 .00 ,00 ,000 .oo .o00 .o00 .00o .000 .5 Tsisi 101,855 Yil:67,514 Elnain(inS ica): 14.62 Elongato (in 2inch.): UetdTut:1E The teng was conducted m acotodanu wihthe reie ireiint o this All miet and anuwfactuiring processe we'e peiornie in t~he Unted States of America.Cur t,~aIsg Figure D2 -Mill certification of No. 5 bar REDACTED VERSION

I-'age dU40 OT 1114 Mill Certificaon Details*mmadti # 42184.NU Nint # KhII0013I Pd RebaASFMA k/615/M-15I AA9HITOM31-07 Pmdct 0(l ROMO 1.040 J60 .320 .210 .1W .110 .{]6 .047 .017 .002 .002 .00 .(0 .00 .000 .00 .00 .000 .SW Teu*l 104,944 YIdd 68,917 6 O.qSiu.( d b }: 1600 3sadTmOK weptre i v i Uie SL~es oft tki,a 0i$"uu Figure D3 -Mill certification of No. 3 bar REDACTED VERSION

re-'age t:iub OT 1 114 Appendix E: Concrete Mixture Proportions REDACTED VERSION bb;i-UUU-{..~it-..-LU-UUUIh-UUU I-'age 0? 1114 Table E.1 -Aggregate gradations Sieve Size Percent Retained on Each Sieve Sample Granite 1 1/2A in. Granite 31/4 in. Pea Gravel Sand Specific Gravity 2.71 2.71 2.60 2.62 Absorption, % 0.65 0.98 0. 93 0.86 37.5-mm (1 1/2-in.) 0% 0% 0% 0%25-mm (1-in.) 19.0% , 0% 0% 0%19-mam (3/4-in.) 28.7% 4.5% 0% 0%12.5-mm (Y1/2-in.) 34.5% 38.7% 0% 0%9.5-mam (3/-in.) 14.2% 30.6% 0% 0%4.75-mm (No. 4) 3.1% 24.5% 11.0% 1.7%2.36-mm (No. 8) 0% 0.9% 44.8% 7.8%1.18-mm (No. 16) 0% 0% 31.2% 16.9%0.60-mm (No. 30) 0% 0% 6.0% 27.7%0.30-mm (No. 50) 0% 0% 2.6% 36.4%0.15-mm (No. 100) 0% 0% 1.1% 8.5%0.075-mm (No. 200) 0% 0% 03% 0.9%Pan 0.5% 0.7% 2.9% 0.1%REDACTED VERSION

tb-UUU i'age dU( T o 1114 Table E.2 -Mixture proportions and concrete properties Trial_______Batch Beam #1, 2, 3 Beam #1, 2, 3 Below cold joint Above cold joint Below cold joint Above cold joint__ _ _ _Design Actual Design Actual] Design Acua Design Actual ALVN t) NAL1' f A2 r AA') flA2: A d') flAt') A9' (I A1 Cement content, lb/yd 3 Water content, lb/yd 3 Granite 1 1/2/ in., lb/yd 3 Granite 3/4/ in., lb/yd 3 Pea Gravel, Ib/yd 3 Sand, lb/yd 3 Water Reducer, (ADVA 140M), oz/yd 3 Batch Size, yd 3 Slump, in.Unit Weight, lb/ft 3 Temperature, Compressive Strength, psi 3 -Day strengths 4-Day Strengths 6-Day Strengths 7-Day 588 246 687 1050 836 720 588 246 687 1050 836 720 592 255 687 1050 838 718 588 246 687 1050 836 720 580 251 675 1060 837 724 588 246 687 1050 836 720 587 245 688 1055 844 739 588 246 687 1050 836 720 590 244 690 1055 840 730 24 40' 55 50 50 60 60 0.04 3.5 152 81 9 2.25 153 82 2.25 152 76.4 3640+4330++10 3 154 82 4310+4680 2 2.75 150 86 4520k 5490+*3915 4310 AAOA 4010 4670++Strengths

"-~T'*S """" -- .L=.,V --Modulus of Rupture ASTM C78 -- 435*+ -- 370++ 470++ASTM C496 -70+/--60 ~70*(monolithic)

ASTM C96 1- 40++ -- 274++ -(cold joint) ____________________________________________

Sess er prfrmd n heda wenth fRmwErACED removed.REDACTED VERSION bbJ~-UUU-LS5J-ULUI::-UUUI(b-UUU I-age ~uUs 0o" 1114 Appendix F: Data recording forms REDACTED VERSION

U-UUU I-age Or 1 114 Table F.1 -Dimensions of formwork Measurement 1 Measurement 2+ 4 Measurement 3 J. I Measurement 4 Measurement 5 Measurement 6 Measurement 8 Measurement 8 Measurement_________________________________________

I______________________

____________________

REDACTED VERSION

I-sage 61lU ot 1 114 Table F.2 -Dimensions of reinforcing steel within in the test region Measurement 1+ I- -4 Measurement 2 Measurement 3 Measurement I Measurement 2 Measurement 3 Measured bar diameter: Splice 1: Splice 2: REDACTED VERSION bbM-UUU-G~tii-UJILU-UUU1

(-UUU r-age 0O" 1114 TalC. lsi onrt etn n oncrete compressive strength Specimen ID: Date: Measured by: Checked by: Plastic concrete testing Concrete compressive strength+/- I I I- + I 4 REDACTED VERSION

r-age dIZ 0!" 1 114 Table F.4 -Test setup -span spacing nln centerllne to roller centerline East end to weast support East end to weast spieend + 4 +East end to beam centerline East end to west splice end East end to west support East end to west end REDACTED VERSION

b-UUU 1-'age d1 ;5 0?' 1 1 14 Table F.S -Dial gage readings Reading I 4 4 4 Reading 2 Reading 3 Reading 4 Reading 5 4- 4 4 4 Reading 6 I- 4 4 4 Reading 7 Reading 8 Reading 9 Reading 10 Reading 11 Reading 12 Reading 13 Reading 14 Reading 15 Reading 16 Reading 17 Reading 18 Reading 19 Reading 20 REDACTED VERSION bbi-UUU-UeJ-LL-I(.5-UUUI(e-UUU h-age Ol"1t 114 Appendix G: Load cell and displacement transducer calibration The load cells and displacement transducers were calibrated before and after testing each three beams. A least-squares linear regression analysis was performed on force and displacement versus sensor output to determine the calibration constant.

The calibration constant is presented in Tables G. 1 and G.2 and the force and displacement versus sensor output are plotted in Figures G.2 to G.21.Table G.1 -Load cells and displacement transducers calibration before and after testing Beams 1, 2, and 3 LaCelA Load Cell Load Cell Load Cell LVT String Pot String nt LaCelA B C D 1VT Pot2 not before Calibration 190779 175 161 -.01 -196 -.66 testing# 1, slope 190 179 175 151 001 1.8 196 Beams________ _______ ________#l1,2,and 3 After Calibration 176778771 181 -.01 -195 -.73 testing#2, slope 176 178 171 181 -.01 1.8 -.93 Beams_________

________ _________#

,2,and 3 Deviation, % 0.74 0.16 0.15 0.84 0 0.02 0.35 _____Table G.2 -Load cells and displacement transducers calibration before and after testing Beams 4, 5, and 6 Load Cell A Load Cell Load Cell Load Cell LVT String Pot String note_____B C D 1VT Pot 2 before Calibration 790 17729 17705 17651 -0.2011 -1.986 -1.966 testing# 1, slope 190Beams__________

_______ ________#4,5,and 6 After Calibration 798 17745 17809 17703 -0.2017 -1.988 -1.970 testing#3, slope 198Beams________ ________#4,5,and 6 Deviation, % 0.04 0.09 0.59 0.29 0.30 0.1 0.2 REDACTED VERSION

)bY3-UUU-Udj-(iL--UUUIb-UUU I-'age 01 1114 0m~120 100 80 60 40 20 0 y- 17,929.559x

-30.190 00 0.002 0.004 0.006 0.0 08 Load cell output, volts Figure G.I -Load cell 2-0 calibration

1 120 100.,. 80-;60 N 20 y= 17,795.668x

-3 1.345 0 0 0.002 0.004 0.006 Load cell output, volts 0.008 Figure G.2 -Load cell 2-0 calibration

2 REDACTED VERSION

I,-'age d1b 01" 1 114 I.120 100 80 60 40 20 0]0.000 0.002 0.004 0.006 Load cell output, volts Figure G.3 -Load cell 2-0 calibration

3 0.008 0 120 100 80 60 40 20 0 y= 17729x -13.918 0 0 0.002 0.004 0.006 0.0 08 Load cell output, volts Figure G.4 Load cell 2-1 calibration

1 REDACTED VERSION bbJ-UUU-Ud.LS-(.i-tU-UUUtiJ-UUU I-age I~l f Ot 1114 0 120 100 80 60 40 20 0 0 0.002 0.004 0.006 Load cell output, volts Figure G.5 -Load cell 2-1 calibration

2 0.008 04 0 120 100 80 60 40 20 0 0.R 2= 1.000 000 0.002 0.004 0.006 Load cell output, volts Figure G.6 -Load cell 2-1 calibration

3 0.008 REDACTED VERSION bU-UUU-(.Udi-bL..b(.-UUUIb-UUU I-'age did Ot 1 114120 100 80 60 40 20 04 0.000 0.002 0.004 0.006 Load cell output, volts Figure G.7 -Load cell 2-2 calibration

1 0.008 0 120 100 80 60 40 20 0-20 y = 17,731.247x

-23.146 0.002 0.004 0.006 0.008 Load cell output, volts Figure G.8 -Load cell 2-2 calibration

2 REDACTED VERSION

,-'age 0? 1 114.0=120 100 80 60 40 20 0 0 0.002 0.004 0.006 Load cell output, volts Figure G.9 -Load cell 2-2 calibration

3 0.008 0 120 y= 17651x+/-+24.09

-100-R=O99

-8O--0.002 0 0.002 0.004 0.006 Load cell output. volts Figure G.10 -Load cell 2-3 calibration

1 REDACTED VERSION bUi-UUU-U~S-Lir.L~i-UUUltb-UUU t-'age dLU Or 1 114-0.002 0 0.002 0.004 Load cell output, volts 0.006 Figure G.1 1 -Load cell 2-3 calibration

2 U, 0-120--80--SI I-0.002 0.000 0.002 0.004 0.006 Load cell output, volts Figure G.12 -Load cell 2-3 calibration

3 REDACTED VERSION

rage d2;1 at 1l14 2 1.8 S1.61.2 o 1R =097 0.8 ei0.6 0.4 0.2 0 0 2 4 6 8 10 1 LVDT output, V Figure G.13 -LVDT calibration

11.5 1 y=-0.2011ix

+ 2.164 R2.~B = 0.99560.0 I I I 0 2 4 6 8 10 12 LVDTI output, V Figure G.14 -LVDT calibration

2 2 REDACTED VERSION

I-age dLZ 0? 1114.2 0 J 1.5 0.5 0 0 2 4 6 8 10 LVDT output, V Figure G.15 -LVDT calibration

3.2 0.2 4.5 4 3.5 3 2.5 2 1.5 1 0.5 0 y =-1.9858x+

11+ 1[0 2 4 Sting pot 1 output, V 6 8 Figure G.16 -String pot 1 calibration

1 REDACTED VERSION

I-asge 0? 111f4 S 0 S 4.5 4 3.5 3 2.5 2 1.5 1 0.5 0 y= -1.9854x + 11.8687 0 2 4 6 8 String pot output, V Figure G.17 -String pot 1 calibration

2 4.5 4 32.5 0.5 0 0 2 4 6 String pot output, V Figure G.18 -String pot 1 calibration

3 8 REDACTED VERSION

b-UUU I-'age 0? 1 114 0 4.5 4 3.5 3 2.5 2 1.5 1 0.5 0 0 2 4 6 String pot 2 output, V Figure G.19 -String pot 2 calibration

1 8 4.5 4 3.5.= 2 1 0.5 0 y 2-l93x 115 6 0 2EACE V4SO 6 8 Figure G.20 -String pot 2 calibration

2 REDACTED VERSION

I-'age oar 11 14 4.5 4= 2.5 0.5 0* _1 Q"/Av 4- 1 1 Y- I I I 0 2 4 6 8 String pot output, V Figure G.21 -String pot 2 calibration

3 REDACTED VERSION

M-age i~z5 o1 "1114 Appendix H: Training forms, Trip tickets, concrete properties, specimen dimensions, and crack recording during beam tests REDACTED VERSION 25593-000-G83-GEG-00016-000O.Page 827 of 1114 Training Form (#1, 2, and 3 beams)This form is prepared to indicate those who will work on casting the above mentioned beams have received proper training and they are qualified for what they will work on.Last Name First Name ACI qualified? (if yes, certification

) signature date Al-Khafaji Ali .iV/ V _____________

/12 ./Eisenbarth Brad Guernsey Edward ___________"_________-_-

Peckover Jeff )X f5f p(1 t#Z( 7-- {'-" -Pendergrass Ben ,

Routh Jon J\I _____________

Shrestha Pankaj lZ Sperry Jayne ________________

<Zhen lehen OLZ A/o REDACTED VERSION

r'age ozo' or 1I "1"1e University of Kansas CEAE Department 2150 Learned Hall 1530 W. 15th St.Lawrence, Kansas 66045-7609 Phone: 785.864.3885 Fax: 785.864.5631 CONCRETE MIX DESIGN Contractor:

Project: Source of Concrete: Date: Placement Type: KU Bond Test- Beam #1, .2, and 3 Ready Mix Concrete 5/24/2012 Conventional Material/S o'urce or Designation f/Blend 1 Quantity (SSD) S.G. Yield, ft 3 Type VIIl Cement/Cement Producer!

100% 588 lb 3.20 2.94 Water '246 lb 1.00 3.94 MCM -1.5 in. / Granite 1.5"!/ 20.86% 687 lb 2.71 4.06 MCM -0.75 in, / Granite 0.75" / 31.89% 1050 lb 2.71 6.21 Pea Gravel / Pea Gravel / 25.39% 836 lb 2.60 5.15 VPsand / VP Sand / 21.86% 720 lb 2.62 4.40 Total. Air, percen~t .0 0.27 Air Entraining Agent /Air R' Us 0 fl oz,(US) 1.01 0.00 Superplasticizer

/Admixtures' R Us 40 fl oz (US) 1,20 0.02 1 The blend percentage indicated (bY weight) is~listed separately for cemnentitious m~aterials and aggregates.

27.00 Total Water Content (including water in admixtures), lb Water / Cementitiousr Material Ratio: Concrete Unit Weight, pcf Target Slump, in.Paste Content, percent Workability' Factor (WF); Tarj 247 0.42 152.9 5 in.25.55%35.0 Actual: 57.9 ,Actual: 5/16/12 '2: 20;PM get: Coarseness Factor (CF)Prepared On: Target: '32.1 63.0 Prepared By: Jiqiu Yuan REDACTED VERSION i 'Materi~ ls LA wNce (788) 843-1688

TOLL FREE (888) 244-2082 385E,.F23rd

$tmt

La,un KS060415-, (785) ,84eei

85 84-175w "QUAUITY AND SERVICE SINCE 1927"..OMER NAME UI'iV Or K(blH I AccouNT mmnm r i i LTVLI L5rA & TO3WA & E, TO LEARHd'II FLWL ii. THC LOlT OHN W[S1 SI 1 RmHA5ORDER

&SAWS ORDER KONI.*W373 iii LOA Ol PROOUCT DESRIP1ION (1[IL) OW' IH l 1k OERED DEUVEREDO UNIT RIE AMOUNT SUB TOTALh iedwt h woe AIOTI"L 4 i I I I I r ", " --- 1Ic EXTR OM ALOE 0MNmS PB Purchaser waives all claims for personal or property damage caused by sailer's truck when delivery is made beyond street curb line.If not paid as agreed, this credit agreement provides for your pametof reasonable costs of collection, including, not limited to, court costs, attomney fees and/or Qollection agency fees.01rw4L5 Lo~d Total:Hix x o Yl? U ~-i it ~ f t'I *i~ Li DiLap 'Iutt£Jty Mix l.~*t Li)/ /~ti7.i~(I!J*~I o).d I U)r~d 8atdtil % Var % ?~x tirre ~tUA1 WA i?4&M ~J 418 oz * ~e. w oz ~ oz 8.5&%-~ N .SLB *0tJ.8 3 *SLI .ULD 3 W~9L1I f~618UJ K~ ?IS~A liul W~3LB N 94~ i~B 94~Lfi &~ 6.~S% P1.88 3 *86Q~ii 1~iJ 7615U1 LV3% ~.95~N 11* BaIc I M&~uja1 ~:~8r1?31fr~7 lb Oss4n $.381 Ilatar/Ee~nt

~L~2 T D~~n ~7.8 ~1 AdAUI 1!?4.4 gi I iti N II~ter igt truck: 8.8 Ii ~IJust Wakr: 0,1 fL I in. IIat~.: 841 CYD faIo d 33.4i II CUTOME#t CQPY-2 REDACTED VERSION

-UUU rOUU age OJU OT II114 University of Kansas CEAE Department 2150 Learned Hall 1530 W. 15th St.Lawrence, Kansas 66045-7609 Phone: 785.864.3885 Fax; 785.864.5631 CONCRETE MIX DESIGN Contractor:

Project: Source of Concrete: Date: Placement Type: KU Bond Test- Beam #1, 2, and 3 Ready Mix Concrete 5/24/2012 Conventional Material / Source or Designation

/ Blend' Quantity (SSD) S.G. Yield, ft 3 Type I/Il Cement!/ Cement Producer!/

100% 588 lb 3.20 2.94 Water 246 lb 1.00 3.94 MCM -1.5 in. / Granite 2.5" / 20.86% 687 lb 2.71 4.06 MCM -0.75 in. / Granite 0.75"!/ 31.89% 1050 lb 2.71 6.21 Pea Gravel / Pea Gravel / 25.39% 836 lb 2.60 5.15 VPsand / VP Sand / 21.86% 720 lb 2.62 4.40 Total Air, percent 0 0.27 Air Entraining Agent / Air R Us 0 ; ift oz (US) 1.01 0.00 Superplasticizer

/Admixtures R Us k) fl oz (US) 1.20 0.02 1 The blend percentage indicated (by weight) is listed separately for cementitious materials and aggregates.

27.00 Total Water Content (including water in admixtures), lb Water!/ Cementitious Material Ratio: Concrete Unit Weight, pcf Target Slump, in.Paste Content, percent Workability Factor (WF) Target: Coarseness Factor (CF) Target: Prepared On: 247 0.42 152.9 5 in.25.55%35.0 Actual: 57.9 Actual: 5/16/12 2:20 PM 32.1 63.0 Jiquepaney k Jiqiu Yuan REDACTED VERSION LDO l-IJU Iage M C Materials 3645E. 2&d Soest

Lawrence.

KS 66048 (7861 643-18688

FAX (785) 843-1763 L4RNCE (785) 843-1688

TOLL FREE (888) 244-2082"QUALITY AND SERVICE SINCE 1927" Th% DATEsAC'OLEfR CK 0RNL iUt'[t ON ,ON tA [Vi fVf tW. r5Il & IOWA & E. ro LEARN-) [WALL DN. U'OlI{l( L Ofl I f [i 1* WI?! I mi KAN 06J/3 i 8I ii W.AD 0:Th.PROIDUC (HF) OVTIFIID 111<1.D0RE D&NuRSDu U#4TPPO AMOK'314l1<1 It]UD LOADEDi IAdrWI SO ROC.I11E i ISC~iTZ ARRIE PL*4, , I COaSUB TOTA TAX TOTALTOTAL I This bsdtl of is roied with the proper KTiOilNiiL WAru wi-~ a-" -I ! I CAJIO .Uu8 ...rnoth, ium W~I m Maid Ste prmp PW o KEP OUT CF Purcae waives all claims for personal or prpet damage dby seller'struck when delivery is made beyond street curb line.If not paid as agreed, this credit agremn provides for your pa of reasonable costs of collection, including, but not limited to, court costs, attorney fs or collection agnc fees.ill-il,.i i .i46LO U 449 ii 4lI/n l luilp T ;the I4 lhttM{ily lMt tllght' 't°q I ChAd I1)tkl u8l Wit,IlI REDACTED VERSION

IO-UUU r.-age OiL OT lI 'I Form 3: Plastic concrete testing and concrj~te compressive strength Specimen ID: W 4.f '[ 2,3w Date: "5 ]'Z.. /22-6)71 Measured by: Checked by: ,'"0 Concrete corn ressive stren t2, -=\ 13,J,,Ow 46.c,%i. ~ ~ 4 ~2. &.% ~ig~73fL 6"I qso5 5 .pl s 3~4,y y4)l 6 5.90 2~~Z$ IZW~?2 4'16o H330 ~'Z5~1Z ~o~cOQ 3~3Q (REATD3ESO REDACTED VERSION

o-UUU i-age OJ OT I II Form 3: Plastic concrete testing and concrete compressive strength Specimen ID: I~Jti, 2~I 'kA' ~4&~ 1 Date: Measured by: !JAT6r Checked by: .Plastic concret esi ('nnrrptp rnm nrr~4 vp REDCTE VESIO REDACTED VERSION J.UU( )'UUI O'UUU i-age OJ4 OT I I I University of Kansas Flexure Beam Tests DATE: 5/31/2012 BEAM TESTS: Beams 1, 2, 3 Flexure Beam Date Height** Width** Date Load Age~** Modulus of Rupture 1D* Made in. in. Tested lb. Days psi.Mono-i 5/24/2012 6.04 6.27 5/31(2012 7750 7610 Mono-2 5/24/2012 6.06 6.16 5/31/2012 6600 7525________ ____________

_____ ______Avg.

Monolithic 570 CJ-I 5/24/2012 6.08 6.12 5/31/2012 1200 7 95 C J-2 5/24/2012 6.06 j 6.08 5/31/2012 2250 7 180 Avg. Cold Joint 140*Mono = monolithic concrete; CJ = cold joint at midspan**Measured at fracture plane***The cold joint specimens contain concrete that is 7 and 6 days of age , Matt REDACTED VERSION

-UUU rt-U -age OT 14 University of Kansas Split Cylinder Tests DATE: 5/31/2012 BEAM TESTS: Beams 1, 2, 3 Date Length Diameter Date Load Age Modulus of Rupture Cylinder Made in. in. Tested kips Days psi.1 5/24/2012 12.19 6.04 5/31/2012 50.5 7 435 2 5/24/2012 12.15 5.97 5/31/2012 49.0 7 430 Avg. 435 Notes: Concrete from 5/24 castREDACTED VERSION

lO-UUU iage OJ O( I I 4 Form 1: Dimensions of formwork Specimen ID: _ "- l Date: Measured by: ,A4S-y- c4.9 1 ty Checked. by: y'Get,-~4YCL\12$1>REDACTED VERSION REDACTED VERSION (o-UUU rage Oil or i 14 Form 2: Dimensions of reinforcing steel within in the test region Specimen ID: Date: ______________

Measured by: ,A',c.ii Checked by: ) )e rd(eOc/eL/x Measured bar diameter: Splice 1"______Splice 2: REDACTED VERSION

IO-UUU r-age 00 OT 1 114 Form 4: Test setup -span spacing Specimen ID: tflEVW\ Date: Measured by: o44 + (Jf4' 1 Checked by West end to West splice (~-centerlineiL

_ _ _ _ _ __ _ _ _ _West end to East splice 8r ty/ / ,/, ,6f enWestendto East support 2-i[ ¶' '1,? "2j r2 1 1,"-West end to East end 3/4" i JL "? i0 O, 4EATD ESO REDACTED VERSION

rfage oil or I I Form 5: Dial gagie readings IZ ,,_1I SpecimenlID: /Date: j]'-Measured by: /"" ' {d}Reading 1 0 tO "2 , )i Reading2 4" __._ ________*'.C ReadingS 3 O 13O Reading4 6 .'. 1 V" Reading7 3 _0 -[, 2'. .s3 , C Reading 8 '32 __ __Reading 9 ZA( 3 "2 Reading 18 ___________-________ Reading 12 _ ___,6"__ __" _"_ _ "____Reading 130 _____Reading 14 ______ ________Reading 152 _____Reading 163________

Reading 17 Reading 18 ________Reading 19__________

_____ ____Reading 20 __________________

________REATD5 ESO REDACTED VERSION

I-UUU -age o'u or i i 4t.Specimen ID: Measured by: Form 1: Dimensions of formwork}AJJqpj C' Checked by:, O/ -REDACTED VERSION REDACTED VERSION

wO-UUU rage IO II Form 2: Dimensions of reinforcing steel within in the test region Specimen ID: --9 -Date:, Ib'1 M~easured by: -4' O I44Checked by:..........

J Measured bar diameter: Splice I:"_____Splice 2: REATD2 ESO REDACTED VERSION 3

ID-UUU rage OT !i 14 Form 4: Test setup -span spacing Specimen ID: ' ..PDate: "/Measured by: 4-b 0 Checked by: rin centerlirne to roller centerline West end to West West end to West splice end West end to beam centerline West end to East splice end West end to East West end to East end 4EATD ESO REDACTED VERSION

w-UUU r~age OT I ' 4 Form 5: Dial gage readings Measured by: f (:Tita ('kt)Reading 3 O__ __G____O_-__."',Reading 4 1 0 0, 0 .13. 2 .Reading 59 Readin7 10___ O Reading 611 > 1 Reading 812~ i 3~L Reading 913 ______________

Reading 115_________

Reading 12 6_______Reading 137 _____Reading 148_________

Reading, 169________

Reading 1920_______

REATD5ESO REDACTED VERSION

O-UUU r~age d4'+" 01I i Form 1: Dimensions of formwork Specimen ID: , 9-" Date: _Measured by: Opq1L Checked by: Je Measurement lI gI "-J ] ' , Measurement 2 /6'7,, 01 Measurement 3 Measurement 4 Measurement 5(7 Measurement 6 2Measurement 7 14') 1/2 I,. t L.L'__Measurement 8 4'_Measurement 9 g j IT 0 r7~REDACTED VERSION REDACTED VERSION DO 3-JUUU-Ua0J-U o-)UUU rfage oqD Or I11 Form 2: Dimensions of reinforcing steel within in the test region Specimen ID: C--_'-- Date: 0~/A -i Measured by: At.- 0 Qo,(fl Checked by: -.. e'"ie O-J'kO Measured bar diameter: Splice 1: Splice 2: 2 REDACTED VERSION

Io-UUU Iage Or iI1" Form 4: Test setup -span spacing Specimen ID: 3 -I) Date: 5 J 1/I.Measured by: Checked REATD4ESO REDACTED VERSION

Io-UUU Iage oq1 or" II t(Form 5: Dial gage readings SpecimenlID: 3 ¢' )Date: lJ'Measured by: C'p 4 1 4 O k Reading 3 Reading 4 [ Y 1).--?6 ,]/ Reading 7" l iLt Reading 6 '25 1 ,.% 0 t Z6"0 Reading 7 __ __ [ .'A0 Reading 9 [ }-. O,9 'Readingl ________.9 tA07O Reading 11 0 iL. i Reading 12 26"03 I. 5,....Reading 13 -Lo__ 3g 0 7-.L i;g 'Reading 14 /' I -li "" Reading 15 ".G ' ", , Reading 16 :{,¢ '0 , Reading 17 ____ ____Reading 18 Reading 19 ____ ____Reading 20 _________REATD5ESO REDACTED VERSION 25593-000-G83-G EG-00016-000--Page 848 of 1114 Training Form (#1, 2, and 3 beams testing)This form is prepared to indicate those who~will work on testing the above mentioned beams have received proper training and theyarequalified for what~they wili work on.LastName First Name ACl qualified? (if yes, certification

) signature date AI-Khafaji Ali _________,_..___--___...._,_______.//,Guernsey Edward ____________

__________-_

O'eLyo Adamt \ Peckover 0 ' Y Jeff/5 / /( ZL..Schneider Aaron ./../Z 7....Shrestha Pankaj §'

/)Z7-Sperry Jayne ________________________________

Steele Jim_______________

__________

____Kummer Lou______________

___ V-._p~rw_________2I~7~I

~ _____ _ ____ ______"_ _;/! 9-4 REDACTED VERSION

/o0.j-UUU-uoj-rP,u-UUU'io-UUU r-age or "1/4 ( ..... _ ~Beam Test Recording. "" (C.I Specimen:

.-ti' 1l Cr]'iI Test Date: / ! _Recorded by: '!L rA ti, Load, kip Note 7 1 ,,A Nw D', X-, V'JfS 207Yi2 -E~ l.... k xL" " I'"" "M_ _ _ ...... .AO S r 7n. 4, .4,-t~S J*") 2,&, "'IW " I ___ I I REDACTED VERSION

-UUU I-age ,dOU OT 1i"1i'g.C Beam Test Recording specimen : -, .Test Date: "'/f t?.Recorded by: V Load, kip 2 Note/fl_ --i J I -~ ....~....... -qrzuI,-'MX "-~-.I F.~/i'rv~ I r v: "" IJ\ x-,-. i**7 j~h.' A r A CLI//C, I i.REDACTED VERSION

i--age e:IDI OT "I "I 4 C Beam Test Recording Load, kip Note.! -e S c%4 .d REDACTED VERSION

-'age dOZ Or "1 "I'I4 ( ,,, Beam Test Recording (I (I'.I Specimen : i<o C&Af r Test Date: J / i Recorded by: x JLoad, kip Note (1 *.#<-)V -" ; '-'-iv v t-1-4,E ipiv"?l T, F.A ____ 1JYLA C~i6 3K 1,~~REDACTED VERSION

OOJ.-UUU-L'jdJ-U'(,"L-UUUID-UUU

-'age o0.i Or "1 "1'](i...Beam Test. Recording C.Specimen:

I .I Test.Date:

./ / , I Recorded by: .I.4 Load, kip _Note 4- ..- -l / U .-,v,, O.,____'___-__-__-

-/' ( (1i___ -~~~REDACTED VERSION Z-uuU-,.i-UUU-A,L-L-UUUI b-UUU rage OD4' OT "1 "14 C-Beam Test Recording (Specimen:

I *-3 I Test Date: I ---Recorded by:. .IA Load, kip _ .Note-4-.-,,_ -. o A..11 ,,. -. ,, ; )REDACTED VERSION

r-age dO0 OT 1"1"14 C Beam Test Recording I Specimen:

10 .Test.Date:

r/ / t Recorded by: '.,-, f Load, kip Nt.\Jw (K L REDACTED VERSION 25593-000-G83-GEG-00016-000 Page 856 of 1114 Training Form (#4, 5, and 6 beams)This form is prepared ,to indicate, those who will work on casting the'above-mentioned beams have received proper training and they. are qualified forwhat they will work. on.__________________

______________

_ ____________

Last Name First Name ;ACI qualified? (if yes, certification

- ) signat.ure date".AIKh afaji All_________

_______Eisen barth Brad Fink Dalen __________________________

________________

Guernsey Edward___________

_______Hawk' Kaleb iL,>Lyon Adam _______"_.... b/'7/VL2_Pendergrass Ben _________________

/______/ _________Routh Jon Schneider /.,. 1- /// -Searle Nate _____________-_____________2 Shrestha Pankaj ____ .__,-______-_______,_____

7 7, " S perry J ayne _________,____________._

Williams :Eric .. (.Yuan Jiqiu__ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ______________

__________

____Zhen Chen ________.__________, Z4%C.REDACTED VERSION

re-age O 1114 University of Kansas CEAE Department 2150 Learned Hall 1530 W. 15th St.Lawrence, Kansas 66045-7609 Phone: 785.864.3885 Fax: 785.864.5631 CONCRETE MIX DESIGN Contractor:

Project: Source of Concrete: Date: Placement Type: KU Bond Test- Beam #4, 5, and 6 Ready Mix Concrete 6/10o/2012 Conventional Material / Source or Designation

/ Blend 1 Quantity (SSD) S.G. Yield, ft 3 Type I/Il Cement / Cement Producer / 100% 588 lb 3.20 2.94 Water 246 lb 1.00 3.94 MCM -1..5 in. / Granite 1.5" / 20.86% 687 lb 2.71 4.06 MCM -0.75 in. / Granite 0.75" / 31.89% 1050 lb 2.71 6.21.Pea Gravel / Pea Gravel / 25.39% 836 lb 2.60 5.15 VPsand / VP Sand / 21.86% 720 lb 2.62 4.40 Total Air, percent 0 0.27 Air Entraining Agent I Air R Us 0 fi oz (US) 1..01 0.00 Superplasticizer

/ Admixtures R Us 60 fi oz (US) 1.20 0.02 1 The blend percentage Indicated (by weight) is listed separately for cementitious materials and aggregates.

27.00 Total Water Content (including water in admixtures), lb Water!/ Cementitious Material Ratio: Concrete Unit Weight, pcf Target Slump, in.Paste Content, percent Workability Factor (WF) Target: Coarseness Factor (CF) Target: Prepared On: 247 0.42 152.9 5 in.25.55%35.0 Actual: 57.9 Actual: 5/16/12 2:20 PM 32.1 63.0 Prepared By: Jiqiu Yuan REDACTE VERIO REDACTED VERSION Z-UtAJ-UUULIJ-UtA,-UUU

-'I.-UU I-age 0DO OT lI 14 JV ~ Materil LAWRENCE (788) 843-1888

TOLL FREE (888) 244-2082~ L8W!TC. ' "UALITY AND SERVICE SINCE 1927" NLAMe DB.JVERYAORESS I EAI IF l- 4A~LL LiH(Vv uiF KASA CTi + av I, IG 131"H L 5iiW( & *E. F{() L+IMI2ITDN

[WAL1, PTJ~C#4A8E ORDERKSALESORDER 1 X C+EDIT S.UN 4 33i L('- OJ-° RODUC DESRIilN RD E DEiEED WTPIC MW 10.t~6?1T~(4 KtC mJlhPW+I 1+10.00 -10.00 PREm POU8 T0TAL GR1N TOTA TixathoCflrO ixdWh h AD+++ -O-N=A- -w ~in ..anui fwt+I ddtaa tu+dkd Dee AD)O 0 ." + -+ +-++=.-=,==+-.-,=-=+==++=.-+-.-=-=I S ORA = DN I CU~OMF~4miudC.~.0e

+wA orowwI. ..y imkI +Mld*l w lo X ALLOWED°30 MIN"TE PU h Purchaser waives all claims for personal or property da~g a~dby seller's trc when deihivey is made beyond street curb line.If not paid as agreed, this credit agreement provides for your panin of reasonable costs of collection, Including, but not limited to, court costs, attorney fees andor collection agency fees.Ti rw[ U. rye.'131.11 to~id S~ ;.' Ph ~ t i.de Rf'(,Lu it e +Pd Ipl 'p lI :Ikr Ntuha1i0"l 2 ii cq+77(,5, AJ3 +: !is tA/u I q o~~d [ l W4:3ER ?~8II I ~3& a ~3a.,11 14 IJ~7%A~WA14 61.1107

6g9.6S 07 ~~U0Z *JP 55&S L~ N 505S.IJ B LI 4.17%I*BGIFS .0 N ,8IJ Wg~ 71?LI 1 7J~8 LI 73'~B L~i 1.M% 1.70% A?.3~.Lis U A39C$ 111 844811 B.~% 1.~% ~1~I%448S .11 1 .08 07 .1107 1~B1b N 11~4S lb 1~Ih 1.40% 1.35% tI~CC~-1 61111b I 6~7 lb 6Mhlh 1.15% 6,10% N Actud th. Uaklwsi 1 fla5Ial7zl Load Totals 41154 lb Pe~z 1 n 1.441 IMtesiCmut 1.451 J hs1~n3 Slumpi Ad%~ in Miter' in ~ 1.9 ( Ad~mt Iiaten 1.0 ~. /toad AcIa Vat , + ai -r',fl C Aq~'3.9 11.6 wI iidnal 257.5 ~1 fri Add: 59,5 ~1 is Vat.r: e.e au c~REDACTED VERSION LDD.1-UUU-Ud.)-'.IA-U-UUU Io-UUU age or II 1 University of Kansas CEAE Department 2150 Learned Hall 1530 W. 15th St.Lawrence, Kansas 66045-7609 Phone: 785.864.3885 Fax: 785.864.5631 CONCRETE MIX DESIGN Contractor:

Project: Source of Concrete: Date: Placement Type: KU Bond Test- Beam #4, 5, and 6 Ready Mix Concrete 6/ 14/2012 Conventional Material / Source or Designation

/ Blend 1 Quantity (SSD) S.G. Yield, ft 3 Type I/Il Cement / Cement Producer / 100% 588 lb 3.20 2.94 Water 246 lb 1.00 3.94 MCM -1.5 in. / Granite 1.5"!/ 20.86% 687 lb 2.71 4.06 MCM -0.75 in. / Granite 0.75" / 3 1.89% 1050 lb 2.71 6.21 Pea Gravel / Pea Gravel / 25.39% 836 lb 2.60 5.15 VPsand / VP Sand / 2 1.86% 720 lb 2.62 4.40 Total Air, percent 0 0.27 Air Entraining Agent / Air R Us 0 fi oz (US) 1.01 0.00 Superplasticizer/Admixtures R Us 60Ofl oz(US) 1.20 0.02 1 The blend percentage indicated (by weight) is listed separately for cementitious materials and aggregates.

27.00 Total Water Content (including water in admixtures), lb Water!/ Cementitious Material Ratio: Concrete Unit Weight, pcf Target Slump, in.Paste Content, percent Workability Factor (WF) Target: Coarseness Factor (CF) Target: Prepared On: 247 0.42 152.9 5 in.25.55%35.0 Actual: 57.9 Actual: 5/16/12 2:20 PM 32.1 63.0 Prepared By: Jiqiu Yuan REDACTED VERSION REDACTED VERSION

Io-UUU tage oou Or i I1 II I IMaterias LAwRECE (785

TO,, FRE (88 244-2082~~e "QUALITY AN SEVI.CE SINCE 1927"5 {L~il 14/1 JKt4 {! )4Jf WI ' +.{ 1 l~t fuNI Of" KfThJHS~¶

('TV Il iHG, i5T ii tOWA & F. 10 LEAI 14CR HAH, I)R. 1:'MRK1Jli I (Xi ON W!T't .0*I iIH00637.3 68 4..0 in tOaD OROERED OEBJVERB UNIT FPACE MT 2.00 156"720 KC DItRFiBL.E2.00 SFIOIR'V L.1AD1 Cl AIR(TOTAL PREIVIOUS TOTAlL I 1b~ btd~ of cwimt is mixed wfth U~ rzopw I ADITIONALW~ER wi~o~mt of watw. If midttaial watif Is dmshd. pleas j ADOV o,. .106 -~I msbuctU~*Ism.

I I By~IJfi~& Fue4 -~ 't. mw~' 55W #c.~ my in.m.~i, ~,IMim ~ w~md p*w~d fwyxeW~..dinWgi.OilwUyS.

~ d ~~ywU~ dgM pui~p M~.d K~'OUT~ I~AG4 OFQE~DND4 Purchaser waives all claims for personal or propert damage seller's truck when~ deiivery is made beyond street cur iir#.If not paid as agreed, this credit agreement provides for of reasonable costs of collevton, including, but not limited to, court costs, attorney 4id/or collect ion agency fees.Mateidal WidTER AOlU41 ktliall , 1 i7 ) :i I rcrud ¶mW I O.4.11 60.867 1t A.S8 iZ i$LSBO LOVP IHi+ II 58,. LBI 1176i.6 LB 1151 I U.,% " .. +! ,;7 i 1D # lM 6 ~ L , ,; #PO 836I11 i 1679 LI 168611 8,86% 8,.4t% ti llb I P186 lb P118l5 8,4I~ .Iil 687b I 1314 lb I 1381 0.44 8.18% 5 H Ifte 8t irc aiI+a *iSti a1h gl93 lb lOestln t.4A1 Wate/Cee 1.44 8 1 eig 63,4 ql 4,9 I1 To Ad: 14,5 gA REDATED VERSION REDACTED VERSION

Io-UUU rage ool oT I 1 ( Form 3: Plastic concrete testing and concrete compressive strength SMeasuren y: ,,1Ii,-S ChDaeckdb: A PatCconcrete tom)estive

I Lf t1 is. IAI, ,2' 2Ll , TV , _-__b/r£h' 4d 1 j 9 REDACTED VERSION

ID-UUU rfage ooz OT I I 14 Form 3: Plastic concrete testing and concrete compressive strength ISpecimen ID: Date; 6 2/, ll PlsiConcrete t~ iestivesrngt

2. '3V.7 -',:4I W4 REDCTE VESIO REDACTED VERSION

Io-UUU r'age 003 Or" II14 University of Kansas Flexure Beam Tests DATE: BEAM TESTS: 6/20/2012 Beams 4, 5, 6 Flexure Beam Date Height** Width** Date Load Age*** Modulus of Rupture ID* Made in. in. Tested lb. Days psi.Mono-Wi 6/13/2012 6.03 6.35 6/20/2012 8650 7 674 Mono-W2 6/13/2012 5.89 6.27 6/20/2012 6350 7 525________ ______ ______ ______ Avg. Monolithic (Wed.) 600 Mono-RI 6/14/2012 6.07 6.28 j6/20/2012 8500 6 661 Mono-R2 j6/14/2012 6.085 J 6.25 6/20/2012 195001 6 739________ ______ ______ ______ Avg. Monolithic (Thur.) 700 C J-1 [6/13/2012 6.05 6.08 6/20/2012 3950 7 319_ _ _ _2 _ _3/01 6 I _ _1 _ _0101 _ _ __72 CJ-2 [ 613/012 .056.1 6/0/202 250 22 Avg. Cold JoInt 274*Mono = monolithic concrete; CJ = cold joint at midspan**Measured at fracture plane***The cold joint specimens contain concrete that is 7 and 6 days of age M fil REDACTED VERSION

IO-UUU rage 01 II1 University of Kansas Split Cylinder Tests DATE: BEAM TESTS: 6/20/2012 Beams 4, 5, 6 Date Length Diameter Date Load Age Modulus of Rupture Cylinder Made in, in. Tested kips Days psi.Wi 6/13/2012 12.25 5.98 6/20/2012 37.5 7 326 W2 6/13/2012 12.03 5.98 6/20/2012 47.0 7 416-____Avg. (Wed.) 370 Ri 16/14/20121 12.15 5.99 16/20/20121 56.5 6 494 126/14/20121 12.24 6,00 6I20/2012j 51.0 6 442 Avg. (Thur.) 470 j.REDACTED VERSION

D-UUU t~age ODD OTf I I4 Form 1: Dimensions of formwork Specimen ID: L tl / Date: /lkl" Measured by: L a I Checked b: Measurment Measurement 3 Measurement 4 _Measurement 5 ________Measurement 6 7/ '__Measurement L Measurement 9 [gL~REATD7ESO REDACTED VERSION

io-UUU r'age dtt OT I ' 4 Form 1: Dimensions of formwork Measured by: Checked by: N 7 REDACTED VERSION

io-uuu r-age ~oo orT i1 Form 1: Dimensions of formwork Specimen ID: 6 Date: 061/(L( VL Measured by: Checked by: Measurement "J/Measurement 2 'f Measurement 3 Lo 3 A Measurement 4 17111 L.OY {/Measurement 5 J 4 "iL ____Measurement 6 -___+/-_- Measurement 7 __ 2.--0 Measurement 8 ______Measurement 9 ¢7JfA REATD7ESO REDACTED VERSION

lO-UUU rage Of" 11I14 Form 2: Dimensions of reinforcing steel within in the test region Specimen ID: Q ' Date: 6 / I Measured bar diameter: Splice 1 : Splice 2: 8 REDACTED VERSION

Io-UUU rage Or I I'I Form 2: Dimensions of reinforcing steel within in the test region Specimen ID: S" Date: '/ ,, "_Checked by: Measured bar diameter: Splice 1"________

Splice 2: 8 REDACTED VERSION zaaj-uuu-ud.J-,.tu-uuu ob-uuu r-age OIU 01 I l1 Form 2: Dimensions of reinforcing steel within in the test region Specimen ID: )Measured by: /fl-v Date: '(-/"'Checked by: I Measured bar diameter: Splice 1:________

Splice 2: REATD8ESO REDACTED VERSION

U-UUU o--u age oi/ IOr I I 1 1i~Form 4: Test setup -span spacing Specimen ID: a, t Date: Or,' W.OI"~L-Measured by: ~ '( p~ai, Checked by: IJA'T, .ShM4, 4 REDACTED VERSION

Io-UUU r-age oIL or II 4 Form 4: Test setup -span spacing Specimen ID: Measured by: Checked by: S;'~West end to West support 3/6 a~~. if _,__,____2-West end to West splice 7 Wet n to beam ].West end to East splice, .,,, -,' .,. / " West end to East support 4 West end to East end 33 "3j '"3 6"-_________________/, 4 REDACTED VERSION

Io-UUU ra'ge o 0i 1 14 Form 4: Test setup -span spacing Specimen ID:

C Date: O672L/)2,Y?

Measured by: Ats.t .(I," ? Checked by: t'fxr, centerline 1 ~West end to Weast splice -0 $' O / '.end _ _ _ _West end to East support _____" _______ West end to East end 3C" 3..j 4 REDACTED VERSION

ItO-UUU r-age d14. 0T I 114 Form 5: Dial gage readings Specimnen ID: L-t Date: 06"/?JO/I2).

Measured by: il (t,1 14-J Reading 3 g ( :r (Reading 5 ,,, 'L, ,D Reading 6 1 gL ______ '2J g Reading 7 _________ 2 ,.3.31 Reading 8 "l--3 ?32 Reading 9 _ ____Reading 10 _____ ____ ____Reading 11 __ _ _ _ _ _ _ _ _ _ _ _ _Reading 12 Reading 13 ____ ____Reading 14 ____ ____Reading 15 ________Reading 16 _________Reading 17 ________Reading 18 _________

_________

_________Reading 19 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _Reading 20 _________

_________

_________i 5 REDACTED VERSION

IO-UUU r'age OI OT I 114 Form 5: Dial gage readings Specimen ID: Date: 067V/ITL9/1-" Measured by: )A/IA-'i Reading 0 1 ,0,2 .Reading 4 j ffjjj O.1 Reading4 .](0 Si 'O Reading 7 t(JI L"--* 6 Reading 8 Reading 9 .. 0 ? [1A Reading!10 0 (.13&m Reading, Reading 12 0 ]. ) Reading 13 1, ] 'Reading 14 ii 0$ J _ i'""' Reading 15 ;(JJ r- II 0 Reading 16 2 S 7. _,"_____"_____178'0 41 IQ2 Reading 19 ______ __ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _Reading 20 ______ _________

_________

_________REATD5ESO REDACTED VERSION

IO-UUU rasge 0T I I '4 Form 5: Dial gage readings Specimen ID: Date: 067"2.0 fl-Measured by: tj," O) Reading 3 ,300 26 Reading 4 g Reading 5 2-0'5' "-$ ' -)Readingll

31. 00 21.6-:&' 'Reading7 12- 3 g qReading8 l,.. 24--, Reading 167~ 302 Reading 17 ~ ~Reading 128 Reading 139~i Reading 1920 ____5 REDACTED VERSION 25593-000-G83-GEG-O0016-000 Page 877 of 1114 Training Form (#4, 5, and 6 beams testing)This form is prepared to.indic~ate Those w~howil workon .testing .the above mentioned beams have received proper training, and~they are, qualified for what'they wil! work on.Last Name First Name. ACI qualified? (if yes, .certification

) Signature date AI-Khafaji Au ______________________,___________

Eisenbarth Brad Guernsey Edward -Lyon Adam______________

Peckover Jeff_______________________________________________

Pendergrass Ben: _______-__-________-______,._

Schne~ider Aaron _____._________-________

(2,.-Searle N ate Cs,'/ic. , _Shrestha Pa nkaj ____________-_________-

WlimSperry.

la~yne /2; .I.-Yuan Jiqiu -.-",,, Zhen Chert .6.(20/[fz.Steele. Jim __ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _Nickolaus Gary______________________________

Kummer Lout.,, AID REDACTEDE g/~ o/ ?o;~

L:

r-age OT Beam Test Recording Specimen: Test Date: 6f~/K / 1 Load, kip ,Note-7w: oi4 V'r?!W vfs.... i'_ _ _. J REDACTED VERSION

l-~age OT "1"1I1*Beam Test Recording I Specimen:

I .I Test Date: ! Recorded.

by:. --I Load, kip Note-,_ _ :;x 24 aP ci_ _- ... ,a .. ..iL V~9 i p-! iv-l-- .. 1~~ A*;REDACTED VERSION zoa6-uuu-bUda-Lh_-uuujo-uuu

-'age OT "I'I14 yt Beam Test Recording I Specimen : -Test Date: -Recorded by: "I .h -o REDACTED VERSION

/O0

'II-UU lage O i Beam Test Recording_ Specimen : 1 .i J I. Test Date: j Recorded by: -4 I.\Load,. kip ..Note I '7°"

,'i~ &L REDACTED VERSION

age ddL OT "1"1"14 Beam Test Recording -Recorded by: .., Load, kip. Note rII.I_ _ _ -s i" ..... ...__, _ _.__- ^ ---,- 'REDACTED VERSION

I=:U-UUU'IO-UUU I-age dd..5 OT "1 "1I'Beam Test Recording k.Specimen : , , Ts ae I Recorded'by: Test Date: Load, kip .,Note---k s.29&REDACTED VERSION LDD~6,-UUU-t.3,d-U.t-U.-UUU'ID-UUU rage Or "I I14 Beam Test Recording Specimen.:

I Date: Recorded by: -4 ,A I Load, kip ,Note ih>_,.: ..L.IX&,A .,&vI/. , ,__- i-w r -_.L , \&REDACTED VERSION rage oo~ or 1114 Beam Test Recording Specimen:

-.Test Date: REDACTED VERSION

i.-age d~l~D OT I "I It Beam Test Recording (Specimen : Date: Recorded by:. "I'f1A Load, kip Note* ,W ml/'~I',- "-<c:+";<-r

?A REDACTED VERSION

r'age too, or l*i]/Beam Test. Recording (7 Specimen:

Date: 4. /l Recorded by:

I Load, kip. Note 4- W II 2 I 'A' ..1r~A" *__ 2r II,~r a ., REDACTED VERSION

-fage ooo1 Or l'1 4 z Beam Test Recording r Specimen,: , r Test Date: I Recarded by: "I I~,, Load, kip Nate -___ __-" I"- -F.k t'" *t1." 4.REDACTED VERSION Z::,DS -UU rage OT "1"1"14 Beam Test Recording C I Specimen: Date: Recorded by:". Load, kip. Note r.J V J , ."-REDACTED VERSION

l-'age OT "I'I ]4 Bream Test Recording ( " 'I Specimen : jTest Date; !Recorded by: ..j, ,/1 Load,'kip Note-Co i~Q, ~ .a.- .x_ -* !1b.r '.. *.*___ ,p ~it .g REDACTED VERSION

rage OT "1"114 Beam Test Recording, (I Specimen:

.--I Test Date:.RecOrded by:" -; I Load, kip Note i4 i-REDACTED VERSION

r~age oL OT "1'I14 Beam Test Recording (I Specime~n:

I Test Date: Recorded by: "-'I I Load, kip Nt I~rII REDACTED VERSION

LI-5J--LU-UUUIt-UUU r.-age 0o" 1 114 Appendix I: Certificates of calibration for laboratory apparatus Dial Gauge Vecrification:

Dane Performed:

06'/tii / t" Tesl Frame DBplacemen:

Calibration Certificate

IO60O'74 l 1t12.,40R Vtrification Data Attached.REDACTED VERSION

)bg-uuu-i3j-151r.U-UUUI b-UUU I-"age 0! 1 114 90: 061 8.ildwin Gauge % variation FSE, %0 0 0.00% 000%00112 0011 -1 79% -0,01%00297 003 !101% 001%0083 0083 0,00% 000%0135 0135 0.00% 0,00%01967 0 198 066% 004%02493 0 28% 002%02862 0,287 028% 003%0357 0358 0 28% 003%o04605 0 462 0 33% 005%05175 0.518 010% 002%0 6457 0647 0 20% 0.04%0,6918 0694 0.32% 007%0 7805 0783 032% 0,08%0,9192 0923 041% 0.13%1.004 1006 020% 007%1 0957 1099 030% 011%1 1597 1 163 028% 0,11%1266 127 032% 013%1 3772 1 383 0 42% 0 19%14371 1442 030% 014%15112 1516 032% 016%1 4692 1474 033% 016%13635 1 368 0 33% 0 15%12112 1214 023% 0.09%1 1035 1106 023% 008%10235 1 026 024% 0,08%09192 0 922 0 30% 009%08907 0.894 037% 011%0,751 0754 0.40% 0.10%0632 0635 047% 010%0.6052 0.607 0 30% 0.06%04875 0 488 0.10% 0 02%04272 0428 0 19% 0.03%03405 0341 015% 002%02727 0273 011% 001%0 2335 0234 0 21% 0.02%0 1938 0194 010% 001%0 1085 0109 046% 0,02%00665 0067 075% 002%0003 0003 0.00% 000%0 0 000(;%REDACTED VERSION

I--'age db O 011114 16 14 06 3'o 02 r/0 I0%ii 2 00%SOG !-trner 1 15 4 t#.*~#: ~..4 02 04 06 08 1 12 14 161 Ba~ldwmn Disl59awnt.

in.REDACTED VERSION

t-'age tYb o0111140 20% *0 15% 9, 0 10% *005% ,9 0 02 04 06 08 1 12 14 16 0 05%REDACTED VERSION bb~LM-UUU-LUdJ-ULUI-UUUltJ-UUU I-'age dY(/ Ot 1 114 ID: DG2 Baldwin Gauge % variation FSE, %0 0 0.00% 0 0.0588 0.059 0.34% 6.67E-05 0.124 0.125 0.81% 0.000333 0.1777 0.178 0.17% 1E-04 0.23 0.23 0.00% 0 0.2758 0.276 0.07% 6.67E-05 0.345 0.345 0.00% 0 0.4225 0.423 0.12% 0.000167 0.4763 0.477 0.15% 0.000233 0.5515 0.552 0.09% 0.000167 0.6145 0.615 0.08% 0,000167 0.6935 0.694 0.07% 0.000167 0.7685 0.769 0.07% 0.000167 0.8333 0.834 0.08% 0.000233 0.909 0.91 0.11% 0.000333 0.972 0.974 0.21% 0.000667 1.0815 1.083 0.14% 0.0005 1.1677 1.169 0.11% 0.000433 1.2542 1.256 0.14% 0.0006 1.3695 1.372 0.18% 0.000833 1.5152 1.519 0.25% 0.001267 1.6037 1.607 0.21% 0.0011 1.7527 1.757 0.25% 0.001433 1.869 1.874 0.27% 0.001667 2.0067 2.012 0.26% 0.001767 1.925 1.931 0.31% 0.002 1.86 1.864 0.22% 0.001333 1.7515 1.756 0.26% 0.0015 1.6095 1.613 0.22% 0.001167 1.4372 1.44 0.19% 0.000933 1.3067 1.308 0.10% 0.000433 1.2035 1.203 -0.04% -0.000167 1.1515 1.152 0.04% 0.000167 1.0355 1.035 -0.05% -0,000167 0.9735 0.973 -0.05% -0.000167 0.847 0.846 -0.12% -0.000333 0.7417 0.74 -0.23% -0.000567 0.6967 0.695 -0.24% -0.000567 0.6237 0.623 -0.11% -0.000233 0.4523 0.452 -0.07% -1E-04 0.3235 0.322 -0.46% -0.0005 0.264 0.263 -0.38% -0.000333 0.1863 0.184 -1.23% -0,000767 0.09 0.089 .1.11% -0.000333 0.0453 0.043 -5.08% -0.000767 0 -0.001 -0.000333 REDACTED VERSION

)i~-UUU-UdJ:.-ULUt-UUU 1bt-UUU t-'age di Id 01114 2.5 2 c1.5 4,5 1.00.E.2.00%1.-300%-50.00%,-6131 0.5 1 1.5 2 2.5 Baidwin Displacement, in.-trear 2.5-t 4÷t 0#0

0.5 1 1.5 2 DG02 Baldwin Displacement, in.REDACTED VERSION

r-age 01" 1114 0.0025 0.002 0.001 0.0005 9-00005 *-0,001 Baldwin Displacement, in.REDACTED VERSION bbgi-UU1JUd-iULI-U-UUU~th-UUU I-age 01 1114 Baldwin Gauge % variation FSE, %ID: DG3 0 0 0.00% 0.00%0.0782 0.078 -0.26% -0.01%0.1175 0.118 0.43% 0.02%0.2325 0.234 0.65% 0.05%0.308 0.309 0.32% 0.03%0.3782 0.378 -0.05% -0.01%0.4402 0.441 0.18% 0.03%0.5158 0.517 0.23% 0.04%0.5745 0.576 0.26% 0.05%0.6572 0.659 0.27% 0.06%0.7325 0.735 0.34% 0.08%0.8157 0.818 0.28% 0.08%0.8872 0.891 0.43% 0.13%0.9955 0.999 0.35% 0.12%1.0535 1.056 0.24% 0.08%1.1202 1.125 0.43% 0.16%1.243 1.248 0.40% 0.17%1.3285 1.333 0.34% 0.15%1.387 1.392 0.36% 0.17%1.4647 1.469 0.29% 0.14%1.5482 1.555 0.44% 0.23%1.69 1.698 0.47% 0.27%1.7618 1.767 0.30% 0.17%1.8705 1.88 0.51% 0.32%1.9405 1.954 0.70% 0.45%2.0117 2.024 0.61% 0.41%1.9177 1.929 0.59% 0.38%1.824 1.835 0.60% 0.37%1.6947 1.703 0.49% 0.28%1.5825 1.589 0.41% 0.22%1.5002 1.506 0.39% 0.19%1.4185 1.424 0.39% 0.18%1.3507 1.355 0.32% 0.14%1.1765 1.18 0.30% 0.12%1.07 1.07 0.00% 0.00%0.9405 0.94 -0.05% -0.02%0.8242 0.823 -0.15% -0.04%0.6757 0.674 -0.25% -0.06%0.458 0.457 -0.22% -0.03%0.316 0.314 -0.63% -0.07%0.208 0.206 -0.96% -0.07%0.1255 0.122 -2.79% -0.12%0.0412 0.04 -2.91% -0.04%0 0 REDACTED VERSION

l-'age Or iii4 2.5 2 cil.5 U05* 03-Linear 0.5 1 1.5 Baldwin Displacement, in.2 2.5 1.00%050%0.00%~S-1.50%-3.00% *-3.50%0.5

1 1.5 2 2.5G 3 Baldwin Displacement, in.REDACTED VERSION

b-UUU I-age ot 1114 Slump Cone Verification Date: 6/13/2012 Measured by: Matt O'Reilly_____________

Measurements (in.) _____1 2 3 Avg ASTM Spec.Diameter at: ______________

Base 8+/-+0.125 Top (j,'i (-' " 9-6 3.9..( 4+/-0.125 Height ( j t2 .0- l..03 12+/-+0.125 0.50%0.30%020%0 O. 10%-0.10%0.10% *Badwn fslce0n, n REDACTED VERSION bbYi-UUU-Udi-I'-IU-UUU1 b-UUU I-'age wULI or 1114 Unit Weight Container Verification Date: 6/13/2012 Measured by: Matt O'Rei~iy Volume (in.3) 428A1 Volume (ft 3) 0.2477 ASTM: Volume of container must exceed 95% of needed capacity REDACTED VERSION

l-'age 0 1114 CERTIFICATE OF CALIBRATIONBY : ISTRON CALIBRATIO\

LABORtATORY DATE OF ISSUE :25..Jul-2011 CERTIPICATE NLVBER: I1605251112256S Page I of3 APPROVED SIGNATORY I N5TRON" 1~pe of Calibration:

I~4evant Standard: Date of Caltbratlon:

tES Univveesty Avenue N~~onod. PM 0O0112-21143 Teoptne (e00) 473.78381 Fax: (7811) 575-.5755 En5 m Dmmtanmt atm e.209 5-Jul-2011 John Weiss customer¢ Requested Due Date: 26-Jui-2012 tUNIVERSITY OF KANSAS 1032 LEARNWED HALL 15TH ST.LAWRENCE, KS P.O.. Numer: SQ0(03644 Contact : IM~ WAVER i. Digital Readitu (in)Serial Nbdel: 472961!IN ST RO.SSRI20BTE This certfiegs that the displacemns verifled machine indicator

! (lised aboeam) were verifiedl b* hmtron inwith ASTM E234A-05 (Foliow.the-Displa~cmntm Method) and Inston w'ork inst-uction ICA-g-O7.The testing t-,chine was verifid on-site at cutoWmer location.

Adjustments are noted in the conmrnens section or" this repxt with a irferenee to tle "As Found" data.The erfication and equiphment used confrrn to a conr~olled Quslity Aswae rwoiam which meets the sp=:ific:atiori oudined in ANSINCSL Z.540-I, 1002, ISO 9001:2;00,.

and ISOIEC 170,2.5:2005.

thelnitron rrtarment equpment used for ve=rification is traceable to N'IST.Indicator

-Digital Rc~adou* (in)

Ma Repeat Va'itl1 Range¢ Max Error Ma Erro Ero Err~or Cifli (ill) (% mu) ASTM System ltaol~tin Retolution imlit CIMS (in) Cuts {in)I -:5-.00130 0~002? O147 A IO0 AI The reslts indicateion:

thfis ocnificatew4 reponrel ate only to it~ati iuiftd if the ae m methods or iaa in~~udo.1 thz areno 0osered by the ,NVLAP ao¢teaitazion it ,will be id.tiulo, in th Any limiuukn ofr ut ae a reslt of this vill beindaa in the commet This retpon mus nor be use to dain produ dorsanart by ,NW.AP or the LnitoJ Statet igovennian ThniS report shall not be nreprdued excep in ful without the alptova of iltmon.CaIproSDS asmio 3 3 REDACTED VERSION

t-'age W~ oT 11 14 CERTIFICATE OF CALIBRATION ISSUED BY : NSTRON CAURATION LABORATORY DATEOF ISSUE: 26.Ju1.2II CERTWFCATEM.;,IBER:

1076111226Wm Pag2 ot'3 fgtewlio ofDispl~auait:

Acaiingl Sk=era RwrI Ru I Rwi2 Rwt2 3 Rwi3\Value IFror Euof E.,rt F-x Enror L~mneaany Coi'ag (lit) (in) Fator -k I .0.0036 ,0.345 400021 .0.201 ,,0.0031 .0301 0.0015 0.00)20 2.36 2 .00075 ,0.368 -0.0062 .0.308 .0.0064 .,0313 0,0013 0.0019 2.26 3 .0,0094 ,0.313 -,.00095 .0.311 .0.0055 ,,0250 0.00I0 0,0018 2.26 4 -0,0130 .0.321 4.00113 ,,0.2 '9) -0.0103 .0255 0002' 0.0036 2'S 5 -.00101 ,0.200 ,.0.007 .014 .0.0089 -0.1" 0.0023 000O31 2.57 pruvki a of cirJi

%Run I Md 2 aire peufornta to coply with the re~uirauit of ASTM FE2309. rwi 3 is pefomo to cicidxc=

of Tanpeatuwe at stt of "FR1l Appliai Clas Rum 2 Error Run3 Idicgaj ApIplieI Applied' 1,0331 1.02'95 A f1.0456 1 0435 A 11.0306 1.02'S 2 .0395 2.0320 A 12.016,2 2.0100 A 120451 2.0387 3 3031 2.9937 A 3.057 30492. A 3.0335 3.0250 440445 4.0315 A 4.0455 4.0342 A 4.0405 4,0302 5,04'1 5 03'0 A 5.0583 5,0505 A IS0399 5.0310 Tanprat-te at aid of aitkation

82.0 'F L'rnciitt of MakoMod.l Srial No. De.cripuion Cal Agen" Calilbison R~eolution, Cal Date DuC Date Bo~kelelr DIG 6894 FEXTECH 4ASS0 936905 Linea~ag ;A. JANSON 000a4in 0001 in '.>-I I Therometer StYPRIS S 5'F I lF11Sep.09 Il-Sep-II The uai~ksrdt ,aedfor this t~Ificc~tIor are true a~b1e to NIST CaIptoSDS vasaoo3,3 REDACTED VERSION

b-UUU iPage 01T 1114 CERTIFICATE OF CALIBRATION BSUED BY 'fl'STRON CAL1BRATION LABORATORY DATE OF ISSUE: 264.1-201 CERTiFICATE NUMBER: 106072J61t 1260 Page 3 of 3 Verified By: John Weiss Sen ior Field Service Engine REDACTED VERSION

I-age 0o' 1 114 CERTIFICATE OF CALIBRATION 5SIJD BY: C.ALBRATION LABORATORYSSJE: 24 11 I 7 ¢ATE 1U437211110333B!

INSTRON" lrpe of Calbratlon:

~Ilevant Standard: Date of Calibration:

kwrmon 825 Aveue T&?4~Or18:

{80Q. 473-7838 Fax: 575-575(3 MI"M EA-1O z6-Juj-11 APPROVED SII Joh Pag I oa 4 pages GNATORY n Weiss Customer Requested Due Date: 26-Jul-12 N-me: A&*em: P o: LUNIVERSITY OF KANSAS JIM WEAVER MLjf.tzerC BALDWIN TATE EMERY Type: BALDWIN TAT E E.MEIRYbf S vrem ID:Type: S5R I 0"E4 72961I Si~le 1. Distal R~a4.

PASSED a-=: zero re.zrn =,Ierce.All i~xi=a~rs were verified at kocai.o, .by I~z'oi m accarcke w]i ASTM E4.Thl cenifka"Jon ,s bedoir .ms l ar 2 octy A i~rd .n s mxke .~mti ,.znc 1acc-d__ 1'702.5 TEr aid equrment -.aed cmffarm zo £ con"moIlekd Q.uhi Auzm c rosrarn w~hc rnee 'e =eci-taiom

@.nd in AN5I,.\CSL ZS(M0., ISO 10312 IS 1501 20l~ :zm ISOVIEC 17;025 1025.lI'osn Ca1krCR Versnon 3.11 REDACTED VERSION bb.I-UUU-Ul5J-GLU.-UUU t-'age OT 1114 j jt~q 1m072811t OS2639 Iage zo~r4 pae T~m per.rear u u of 81 .60 'P.I -D4t Redout (Ifli)Tee P~ orc ,A..TMEai AST.h E4 F_4 ,',,x Mga Zer ReoloiaJi Lower Litii~Made Ero%) Error l%) ibf'l (bf9 100 -1192-4to.o119488.2 C 0.65 0.08 Pass I 220 CrLMPRE8SSON LiRt 1 Ln 2 R-.ri 3 ASThI £4 Releie LeU~imy of" IOS RuI.ageFulSeale. -I 19M. ibf'l 1 0.4, 0.62 0.41 0.02 0.14 1.60 2 0.44 0456 0.65 001 0.13 3.172, 4 0-5,9 0.59 0.64 0.00 0.14 6.441'7 0.5'7 0.51 0.42 0.06 0.17 144,60 10 0.55 0.50 042 0.05 0.17 19.9,43 20 0.52 0.50 04 1 0.02 0.16 3.1I.)73 40 0.53 0.49 0.47;' 0.06 0.15 73.0"77 70 046 0.44 0.45 0.02 0.153 l2Ah60 1W0 .38 .3,4 0-36 0.06 0.15 179947 (XdPRESS K)N Ratn Apnpld A liel Ii dicaizsd IU% Range (FuUlSeafr!

.-14M2S. flit 1Rtx~ 3 2 R1 .1200 .1192.4 .12f0 .1192.6 .1200 .1,92.75 2 .2,00 .2.344.8 .2420 .21843. .2400O .23444.4 .4400 .477'2.05 48 .4"771.95

.4400 .4769Q 4 7 ,,4400 .8152.,6 .42 .83..5"74

-.t400 .364 10 .1I2200 .I 1914.6 -.12200 -I 19404 .122,.00 .1 1950.2 40 .4XK 4774 .482 .,4776.6 .44000 ,.477774T S I00 .199.20 .119lt_.450

-1199.2 .1194882 -1 l (XiO .I I 572.CalroR Vrmvt 3.21 REDACTED VERSION bbJL-UUU-Ul;J-ULUL-UUU1 b-UUU t-'age 0? 1 114 I, l::K I WII'LA I P. UI" LALIIW(A I IUN UI4DOT'J11 163319ACCREO1TED CALIBRATION LABORATORY Z0301-0 go3f4pae*4 R g*kaE4 U 316% Rau.1 2 nire~m~.0 ofcet RanigeowerLiraCafor laiue 93O 7 09D 90?D kuCel I.2 O llo.I .No00 l 100 191M2 C 1,.Z4 2f/l: 20Verw= 3I1 REDACTED VERSION bbU6-UUU-UdSi:-USI'U-UUUIU-UUU I-'age UIU 0?" 1114 (.l'h I I I: UI- L.ALIIW:(A I IUN 10171281 103330 WIe.AP ACCR£ DITh O CALIBRATION LABORATORY NO. 2030¶-0ve, REDACTED VERSION

b-UUU l-'age U1 1 0T11 I14 CERTIFICATE OF CALIBRATION BSUED BY. CALISRATlN LAORATORY aATI -: NJNMR 105072111132239 I NSrRON" 1fpe ef Cailbratlon:

ReIvant Standard: Date ofCailbration:

Inltron 825 ,w~d Fax: ) 575-5750 R~rce ASTM E4-1O 5S.Jul-11 APPROVED 311 Joh Rge I of 4 G:NATORY n Weiss Custaner Requeteild Due Date: 26.JuI-12'."me: LUMVERSITY OF ICA\SAS A10e. 13 E.WE AVER P J IM WEAVER S.yim ID: R*,ie Tvie.BALDWIN TATE E 1ERY 648565 S nleID.Type: BALDWIN TATE E.¶ERY 64865 6000 hi" 1. Dm1 ~ PASSED Thace~f~s~u~:,e f nfiedw~ma~

e~ md~a~s1 d xi~ed&~-e WITI{IN~ I I ean~ Iitv. ~d zeo ~e~rn ~1em~e.All ma~rm i~kai~m were ~fied oo.ai~ a~ c'~a~mer bcz~i,., ~v I~ta~oi ii accor~re wi~ ASTM EA.The ce~iiFrav~i a ~used ce, r.rcs I amI 2ceily A ~hrd rzc m~e, ~ mtsfv n:e~-iiw ~ cccedig ~ ISO i~c325~eccf~a~cceu.

p~ jfjaij~ ~ ~ .aed c~~fc~~rn

~ ~ ~I led Q~mli~v Amraz)ce ro3ram w~cjc~c ceee~ ~e i~ciftz~o~ca cu:lied ~n ANSINCSL ZS4U.l, ISO 1GJ112. ISO 9~1I:?XI8 rxl IS&IEC 17025 i2~)S.-- wIlbIa

3% .em-y mmd 3% rqiemtablflv.

The ~ mzecme wat ~'e~fued ic ~e aa fo.rd c~~dcxc w~c adj z~ne~ caved on hu~on Ca~oCR Ve~sv, 321~ ~ .odma o~-~ * -~. -,ma.~sb ~ w.~d * --* ~ ~ -. a.* ~, ~~wo ce -~ ~ ,,..~ -)= ..i REDACTED VERSION

M-age 9iiZ ot i 114-~RT~#~CATh

.4 ~10725t1 132221 I~§e 2 of 4 page.hdkmlear I. -94* lndkicat (hf);TM E A.STME AS;TM EA Fj1! TeIe Foxe Ratl Mi Ree Zer Rw~l ,:io, Lowr," Lnimi*Error%1 Error Retm t bf) (b1 1O0 o.59 7.ID.o 603104J C 0.,49 04,,4 palg 2.5 5003 Teerez-e a~e d of ,,-rifiran,nm:

4250 0 F, cU'PREASION I R'.r.1 ] r,.2 3, A.STME4 Rekive Error E,'ror Error keet Ero iy* tMl rm~ ern I 0.49 0.42 0.5 5 0.37 2.A1 ,i39 0 2 -0.310 0.]4 .0.I3 0.44 124 14,45 4 0.01 -0.21 .0.16 0.22 063% 15.134 10 0.0,2 0, 10 0.04 0.04 0.29 17211l 20 ,,0.35 .0.20 -0.34 0.15 022., 26146i 40 0.06 0.36 .0.0.2 0s~2 0.17 4054.$6 ,70 0.07, 0.04 ,,0.14 B0.33 0.22 92.ar20 103 .0.02 ,.0.l ,.0.31 0. 1 O. I 91.613 of0 Ra.'I~e cide1 ,l1O0lII Ii)0fte-.zr 0 0 0 I -600 .597.1 .6 .597.5 .600 .596,7 2 .1200 ..12,03 .11913.5 .1200 .120155 4 .2400 ,./,2039 5 .20 .2420,195

.240O .20.95 0.42030 .1204.5 -.4203" 4 2047 42055A 40 .24X#2 .23945 .24003l .2.39461 .2,4030 .-4Xi4..2.P I41,69.4 ,,42000 4.,1944.4 4200 -.42073 .4 1O0 .69)9O .6Wl040 .60303 .65003 lrro "qe~rii., 3,21 REDACTED VERSION bbUJ-UUU-UdJ;:-ULSi--UUUllb-UUU l-'age U1J: 01" 1114 CERTIFILATE-UI CALIBRATION 1U0728I112239 W.LAP ACCREDITED RAT RYe 3 o24 301-~ Z~ ~~*11= ~4 ~d~P ~&I,.J I~4~k4A ~M~W d~IrI1* ~dmqi R.. ge 3 od4.mm I #% Atune 0 6 ,0 -,050%"

.04.06 R~fcP~t of Range hrfa#e 9440 67002 brce mdiamr I,:f-ce 0 29.\ox,. 12 Pli I19486 19446 bad cell 12000 lI:ff 21.May.10 21+.-avy.12Lmra F(%Iea S~tt J, n lrde~) fR S,' i.,rdIrba 100 92,070D C 2'4&?0i00 95&0, 5000 1I0 194862. C I.+0A+4, 2,00.3, 200~oCnaCR %+ .I1,!REDACTED VERSION

I-'age 1914 Ot 1 114 LD~I( I IEiL.A I ~ O? LP~LI~KA I ION I ~T~CATEJ~JN~

10107211132236 NMAP ACCREDIThD CALIBRATION LABORATORY P~o ~O3OI~O j ~ ~Venfi~d bv~ Jo Wern F~ Semre E~gmee NOTE: Chsjje )1 of ASTM FA zu~i; h u ~comnie~ded t~uI i:r~g macbiocs ~ w~i fled z~mlIy ni~e freqz~e1v~q~wed. I, ca t~I1 ~be mne ~nuI ~weei~ w~iflea~xr~s exceed IS e~ ezce~ for macbi~ei i~ w~ucb looj rrn xt ~aw bevo,~ ~ IS ~noo~h ~m~) Tese~ mnc~r~ ~wfl ~e veriF~d rnrnedu~Iy aI~r re~ur~ ~a: n~av ri any ~y zffec~~ r~eran~ of:~t wesg3iing sy~ni or vabes d~lawd. Veriflca~i

~ req.x~red immed~Iv afrr a nacnre is ,ca~eda~were

~e ~a :odo.beaor~aracv of~,e for~eii~dicmi~g s~ nreprdIeuof~iennie roriwi sr~or~t I~oriCalpr~R ers~ 321 REDACTED VERSION bbU-UUU-uJ-uisi-UUUitJ-UUU

-'age 111 m 0? 1114 CERTIFICATE OF CALIBRATION ISSUED BY: INST1RON CALIBRATION LABORATORY DATE OF iSSUE: 27.,J'J11 CERTIFICATEUUBE'R:

'1O6O7Z2111422 INST'RON" Type of Calibration:

Relevant Standard: Date of Calibration:

Imatrorn 825 Noewoa, IAA 02082-2843 Teeroi: {800) 473-7838 Fax: (78 ) 575-,5750 Force ASTM E4-IO 26-Ju1-11 L~t code ZO030 l =Pmage of 4 mgea APPROVED SI GNATOR Y Justin qy9e Fr Fry i: 11 Customer Requete Due Date: 2&-Jul-1 2 Name: UNIV~ERSITY OF KANSAS Addreu: 1U32 Learned IkIL I5i St.Lawrence, KS 66045 KU .EDU PQO.Ccebatr, ,No.: 5Q00003664 Ccmnct= JIM WEAVER Serial Number.ID: rm, type: FORN EY ,'SATE_.FORN EY: sATEC.690uI Trznlre ID;Type: FORNEY S ATEC 69084 I. Digatal Readout- PASSED thatt fh e, venle wi6t irachuine indcatmris (heed above)1hzpamedare WITIUINd I: 1%acc"r .1%repea~abil ity, and zero toleace.A]I !mnach me indiczari were veri fied m.aie at custoer Iocation by Ingron in accordance w ith ASTM Ed.The cerflf'zati~n izbwed on rtus 1 and 2oniy. A tferdrJt , iidaen to u vy eluirerentacording a ISO 17025 upecificaiot..

The 'verJit'rtxin nd eqwpme.nt used ccm t~inm to a com lied Q ualitv Aur.=anc e prowam which meettf ~the=e tc~io~tv outiewd in APLNSI-CL Z540.1, ISO q)l0020'3 end ISOTlEC The =stna machine was verified in die as fosd condia with ix adpnitenm catried Iiuoon CallroCR Version 3 21 REDACTED VERSION

I-age t 0 1114 CERTIFICATE OF CALIBRATION N'WLAP AOCcRED rTED CALlSBRATION I.ABORATORY No. 200301 -0 CERTIFICATE N4UISE R: 10607"31 11422288 Pag 2 of 4 ge Temperatune at em-1 af c-xit o: 90. 10 =F.hIudkutir L. -tuI Readout (lbfi Ratige ASTM E4 ASTM E4 ASTM E~d Full Scale Tes~edFuarce Ratie M.ax '.ba Repeat Zero Rwhtatiun Lower Limit Qbt(l~) Mode Enrrlr%) Error %) Return (Ibt (IbI)100 -5" 7 90.6 to ,,50{31t2 C -.0.98 0.28 P~u I 200 Temeaue at end ofwerifraionz g_0.80F.CO.MtPRES I ON I 2 Run 3 ASTM E4 Relatwe lncem'intyof ErrError Errcw Repeat ErroYr LU cemli ntv Measureire tit 100% Range (FulliScalet

-600Q312 Ib1)1 ,.0.9 ,,.'.7 .0.73 0.28 0.23 13.831 2 0.58 073 0.63 0.15 0.17 20,454 4, 0.95 0.93 0.96 0.02 0. 15 35.652 7 0.65 0.64 0.67? 0.01 0. 13 53.130 10 031 0230 0.30 0.01 0. 13 76551 20 .0.24 ,,0.25 -023 0.01 0. 13 153.924 40 .0.l I .0,12 .0.1 2 0.01 0.13 307562 70 0.23 -0.23 -023 0.0 0. 13 53,4.640 100 ,0.66 -(168 -0.68 0.02 0. 13 7682 17 O, SRun 1 Run 2 Run].Indiated A~tld Indrated A~phIed Indiaed A~pplied 100% Raagt (FulliScalet

-60{3132 Ibf)O Return .3 .91 47?.6000 -6O5g.J, .5 750 .57906 .,6000 .6,A4 A 2 -l1900 -ll831A .1-ll00 -Il8I3." .11900 .1I 825.4 4- .23990 -23763.6 -239*90 -23 767. .24-000 ,.23";772?.4200 .417,30 .4,2000 .417.34 .4¢2000 ..41722 10 .-)000 -S59812 *.5990 -598 12 .59990 -59808 20 -.120000 -12026 -1 119930 .12019 .1-I20000

-120276i 40 .24000 -240272 -240000 -24028R4 .24(}000 .2402 92 70 420000 .4i20974 -420000 .8.20980 -420000 -.,20974 10 .596000 .599934, .596l200 .,600312 .5964,00 .,600496 Veraton 3.1 REDACTED VERSION

I-'age I ot1" 114...........

A .............

CERTIFICATE OF CALIBRATIONCRllAhNJB:1 142228B NILAP REDtIT EDCALIBRATIlON LABORATORY No. 2C3-0pae31 ge 100%Y, Rmup 12. Cmupmia" 0 RAn 2* 0. --" 0 *"ASTM E4 Erra Toeart.12 Pe'r Rawg Straituetse 9307090 9307(9D Ioadcell Imirn i12000 bf 1 -Nov.10 il-Nov-Il4I55I 956o905 indicator Sypru NA I l .Sep.0 , I 1 l%-Sep. 11 It~rfac.e 67002 dizattwo Ini-fae NA 29-Nov.10 29.Nov.12 Range Loner Ur.it fir FuU Scale Sa=ndhrd (%) SeIj Number Mode Percen~a) ofRPi. A, A l 1 Tbr 100 C 100 3t3000 :'20500 100 93)27090 C l,0,4 5000 5,.000 Iu~nstCalw'oCR Version 3231 REDACTED VERSION bbi-UUU-UbJL-UW-L-UUUIt5-UUU I-age t:i1l 01" 1 114 Amimmlm A mm A I m Rii m II A m CERTIFICATE OF CALIBRATION CiRT.,CA~h~UVBE1 142221S8 NWLAP ACCREDrTED CALIBRATION LABORATORY No. 20030-C -o4 ae Verifiedbv:

idin Wei~s Field Service ,NOTE: Clause =32 of ASTM E4 isats; It is recommemded thint stlngi chrt~n be verifed annually r more frelUettlv if" required>

In ro cae shmllthe smeeitm'val beteen venficxot exced 13B months (exept inwhich lor~teto~trotu th IS month period). T, hig nashin l11be veritbdl imm'edlately aIf'er rep.irathet may= in anTJxy Wa ffc the operafion oftt theijlin4 ysntt or displaye.

Verificaton isrquiredimm edaly af'ter = tfin8l macir ian wher thre is a reaon 1o doubt the accura"y of the fowce ind icain sy~i.teg, re'diem of time mteval since the last verificaion.

Intu~n Vetex~n 3 l REDACTED VERSION bU-UUU-id{SULt-I::-UUU1b-UUU W'age or 1114 CERTIFICATE OF CALIBRATION SIJSED BY: IN-STRO N CALlI RATION LABORATORY QATE e 27d.lu.1 I W:t ATE NJ3: 14360f'7110a80)17 INSTRON'kwtron 25 Uey Avemue~M 02U.2-243 The~eone {800) 473-7831 Fax: (7 81 575-5750}B'rSd aer APPROVE D SIC Joh I~ u5 page.GNATORY n Weiss 1lrpe ed Calibration:

Rorca RIevant Standard:

MTIM E4-10 Dtof CaSibation:

27-JuI.11 CuStomer Requested Due Oat.: 27.Jul-12"&kne: LNIrv.,SITY OF 3ANSA Lewre.-e, KS 6604 5 WE AVER No .:

Camc-t IIMVWEAVE R Pae Type: bID; 76125: 4000K0 bE ID. Dih la~r- PASSED Thm,=

hwt r foce,-i, wt,. mac rm: aie) ='u: ar WITHIN 1% acczacy, 1 Ail machin"e i--Mamre'were w,f*i£e xio~t,o n Ino da ,STM E4.s, Z5&..d, ISO 1(012. ISO 9(;01:2(0S3 L-, ISOQEC 170252(05.

t~~i *g~ w~v~fe ,~ if~~c~ix r m d mi~cre REDACTED VERSION

P'age 0T11114 CTRTTCATh 1072]7 1flS017 RRge 2GtpO.s Indk t.r -. Didl lndfr~tor (hib)E4 ALSTM E4 AST14E4 F-jI Sci¢ Tes¢Id Foro Rane .'_ Z,.ro ReoiJao Lowe L~imi 100 -110030 :o C .0.0 0T3 6 P~i 500 lC02000 75 ,,344 J'o .3&1I g C .0.12 020 Pass 375 75$'00 UDM PRE4SION Error Error Erro Reut Ero U,.er.* rrem'em UIB Rauhel(Ful Scale! -4U4. 3,1)20 .0.04 .0.40 -0.32 036 0.44 353.694 25 0.00 ..0.4 02 5 03!4 0.47 465.154 40 .0,04 .0.35 .0,45 Or 0.31 503,67 5 0 0.04 ,,0.04 ,0.2.2 0.16 02?5 610 ,,0.3.4 .0.2" 0.05 0.0 029 916.449 100 .,0.1 .0.02 ,.032 0.o1 0.15 543 669Range I(u Fcale!i -.3@is hf)2 0.04 .0.1 I I .06 0.03 0.39 .340 3.3 -.001 .,0.0 .024 .040 0.33 29.244 4 .002 -0.32 .0i30 030 3_0 3.6.551 60 .0.14 .0.15 .0.70 0.03 IAI 97,.152 60 01 0.04 .,.41 0.03 026 100 0.2 ,.036 0.16 0.04 02.1 62.914 O3M PRESSION h dialed A~illd I tmacad A~,Ied i In hidia~ AllI ie 100% Ran F(u~cle .4WM44hIfl 20 .433 ..40030 .40.i00 .632 .-2300 .43256 25 .1C00000 .100r2 -.1003.46 .1~)300 .997,54 40 .16)0000 .160132.I&K

.160556 .1600030 -160730 60 .2.4030 .340 -241)0 .240192 .240540 40 .321)300 ..II10i6I ,.320W0 .32045L6 ,,.2(D30 .319420 100 ..4)C0D .LXOl .395030 .395064 .,396000 .39606 Iruror, Vernarn 32.1 REDACTED VERSION

-'age O! 1114 U472711MSO17 D'4MpREssmON

% of Rt~ue I Ibul Ihal A~.edI Aiphed I I~dcaied bf~I I (bId 73.% (FulI S *tl -iISf)0 Ret.ra 0 I0 0 20 .600!0 .600,41g .b0 .6006.6 .6000 -6003,6 30 .00 .9001.2 .9000 -90011 .9000 2 40 .l2()) -.120212 .12003 .11039 .I2000 .11036 10 .2]4003 .239043A .2 40O0 .2391912" .24000 .Ig2"0996 100 .30040 .299926a ..3001 .30000 -29952.6.I 2 aur a Ve~o , 321 REDACTED VERSION

r'age B22 Ot 1 114 1DIO7271105017 Page4Gf 5 Pig.7A% RPage 17 ,04 ,0j g* ~&e~* Rut~2-lflO%'-.1 flOV ASTV 54 E~c~ T.~eranoe[ ~t~t G~*~Qe Cah~ax1 Mie.'!Mdel rn~e~ Ajelcy Ca~uci'.y Cal l~ Cal D~e E~c 4455b3 956905 ~ im~ca~ S~p~e NA I l~Sep-)? I l.Se,.l I b~face 9440 &?0Ck2 fre i~d~mm~ l~fface NA 29.No~.l0 29.No'..l2

~rah~ 3010102 3010402 laid cell l~roa &i00I~)3 l'~f 30.Se~i.l0 30.Scmi I~u,~~e930 7 09O 9107090 laidcell lzi l20030l~i ll.Nov.l0 ll.Nav.ll Lent far F.dlScali Su~.~d ~ Cliii Se~ui N~zmbe~ Made l~cari~ilafRi~je A~ Al 'Vl)110 3010102 C 110 20)1020510

¶5 93G'~9D C 2010110 5010, 5030 hr~ ,Jmd~,ih ata r-.~Je 'ilST Jk~ siwahM CIwA A ~ P~mi ~ i~.w c* at/-f. W~4eed ~ ~jatMOau AJ ~fr ~ +/-3.kaMatM,9~~i k.~* w lu~ar~Cakr~R Vei~la~ 321 REDACTED VERSION

iWage of 1114 UI: I IPILAJI I UI" ILALIbKA IIUN 146727110S5117ACCREDITED CALI8RATION LABO RATORY 203O0 1,,0 05pae Field Seie i~ebeyomd* be 1II ie, in). chme.is' r.M be ,,v-nfd m~edm~ey reir :may i a"ny ,,ay atffeci*i ~eizx'Jaon of:,e wi~ighm sysrm or di~wd. Venifr~jo is req,.red immmedm~Iv af~en a machin is Inwo CakmroCR Vemo 12.1 REDACTED VERSION

I-age Y24 oT 11 14 CERTIFICATE OF CALIBRATION BSUED BY: INSTRON CALIBRATION IMORATO RY

1O72611161214 Im INSTRON'I1re ot Callbratlon:

RaIevant Standard: Date of Calbratio n: butrion 825 Urieverly Avenue, MA02082.2643 Fax: (781 575-5750 Force MIT M E4,.10 ,2-Jul.11 APPROVED SIC Joh1.O;NATORY n Weiss Customer Requested Due Date: 26,Ju1-12 ,xine. UNIVERS ITY OF KJLANSA Addfres.:

l032 Learcd alI5~l St IMWE F)RN+EyID:

14~ifecrer:

FORNEY T~ri,~xer ID: 42114 Cau~rv: 4~PXk~ bf~ ~en~res~em I. D~il hIc'a'r- PASSED All mnachine wer verified c~je;rne kb:cio, by. in w'i't, ASTM E4.rai"t ANS~I..CSL Z540.1. ISO 1001I2.ISO q01:20Y1i a',d ISO,,1EC 1 I2S200"5.koIi Calr...cC...

R Ver 321 REDACTED VERSION bb1J-UUU-UdJL-USLU-UUU1b-UUU I-'age 0? 1114!,u7a811 t612144of a Tem~ai~ae at inn of f~atx3tt<

933 'F hdkst~r I.. -4. Indlueatr (lii)FRa11 ce Ted fa.j ASTM E4 ASTME 300 -.2454io .37,77.3 2 C .072 0.40 1kw~ 2.50 540300P'!. SSIO%j -rn L_,'r E2 R Rhel.' w Lrmmy* of IU% Raag(FuI tle .; 3 7f?Th Iii 5 .,03 0" 0.50 0.,0 0.77 172963 20 04l3 06S .0 1' 0..5 0I.55 431 ,63 35 0.26 04,0 0.,7 0.34 023 9 50 .001 --025. .,050 0.33 0.37 "';3 .Ar, " 7;5 -0.27 -.00 0.36 02.3 0.2.4 '01&25'3(03 ,,. 2 053 -0.33 0.39 .26 91766' f oRa o.I o I oa 100% Rangl FulScle 5 37?- 2 h Ib)5.,2.3)r .225,46 .225'.'3)...

.2,.t4,4 .2:2.50 .2211 75 .3(33 .30 .30(1000 .300374 .313o000 .29,122 100 .37.!".3O

.377'(12 .37,.333 .37695 .35%000 .37630 REDACTED VERSION bbdL-UUU-LUl5J-Ub__-UUUI b-UJUU t-'age UZb 0? 1114 UID2tW1 011214 WVLAP ACCREDfTED CAL8RAT1ON LAUDRATORY 20301-03 f409 101% 4 ange 05 "0" Run2"ASTM 50 Tdtna0f Range Skk='el e! Cm, Aei iiaCi lj kmface 9,10 61002 h~me m di~a'# NA 10 29Nav. 121Cle b0402 30bil402 bud cell 30.Se,. 11]Loe Ui3010r2 C d 2X3100 REDACTED VERSION YbJ-UUU-LS;.:i-1..1-U-UUUIIb-UUU i-'age I=17'/ OT 1114 L,;IW: I IrI'IL I P UI"- I IU""TA" I 1Il77lt 1161214 I ACCREDlTED CALIBRATION LABORATORY vo. 20030!,0~OT C~ 0 o ATME4sx~ I ~n~e~e :at~ ~eveifeda~aK frqw4~ ifg Versit 3.21 REDACTED VERSION

r-'age t/ 01" O 1114 Appendix B: Reinforcing Steel Drawings REDACTED VERSION 3cD.187 112 NVH~III~kJ-She& stEn~7W J 164 l/2"-I-Il mf~-i,.; ; * * * * * = *. .... ________________

-- I t-HIIIIIIIIIIIIII IIIIIIIIii1111111

,.--.-NO 5smupa(5m kr- : r ..r NLLITHWhh I'll'I I I I'llI 3"6 " I w1 i 132" i 84*i I Figure B. 1 -Reinforcing steel drawing for beams with 79 in. splice length -monolithic REDACTED VERSION 3OO" 187 1/2" 79"[-1---12"Shear stirrup f It-

41 IL -_ll-_,.I