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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 1114Appendix B: Reinforcing Steel DrawingsREDACTED VERSION 3cD.187 112NVH~III~kJ-She& stEn~7WJ164 l/2"-I-Ilmf~-i,.; ; * * * * * = *. .... ________________

-- It-HIIIIIIIIIIIIII IIIIIIIIii1111111

,.--.-NO 5smupa(5m kr- : r ..rNLLITHWhh I'll'IIII'llI3"6 "Iw1i132"i84*iIFigure B. 1 -Reinforcing steel drawing for beams with 79 in. splice length -monolithic REDACTED VERSION 3OO"187 1/2"79"[-1---12"Shear stirrupfIt-

41 IL -_ll-_,.I

.........

JI-_l. ....... JH H II II II fl I II II II I1 i II II .. .. ... ... ...... ... .. ... ..FHII--H II11 HIf I IIH H1 fl I iHH111 I III H H lIi H I H H ilHIH...... .... ..I! II 1L II II I I 1 II I ~ .II H H. II12 1/2"I I24(" cold joint regionHLside hoopLoadLoad288"It --- tJ No. 5 stirrup at 5 in. spacing24o-,cold joint re~jion1I/ ° -J__ l --It84~l132"184"JSupportSupportFigure B.2 -Reinforcing steel drawing for beams with 79 in. splice length -with crackREDACTED VERSION I No. 5 stirrup at 5 in. spacingT- r I. , ,]324"-, ~ t~u Ut. *~MflJBII, dT/I.; ... ..... .... ... .... } I!UUI II illU I II B18"~,' IF 'iiII II84"I168"I84"4SupportSupportFigure B.3 -Reinforcing steel drawing for beams with 120 in. splice length -with crackREDACTED VERSION bbJL-UUU-(L5i-U31--UUUlth-UUU I--'age ('d2 O! 1 114Appendix C: Detailed crack maps of Beams 1 -6REDACTED VERSION

I'age Id i ot 1114North FaceEastSouth FaceWestISTop FaceWestLoading PedestalPoint Support(a)REDACTED VERSION bbiJ-UUU-Ub::J-ULSI--UUU1ti-UUU Irage b4. ot' 1114.North FaceE L._._,jI VSouth FaceTop Facet _ _ _ _ _ , _ _Splice Center LRegion(b).ie SpliceRegionREDACTED VERSION

I-age Itib 0? 1114North FaceWestSouth FaceEastTop Face---I-A9J] ii5f4EastPedestalSupportLoadingPoint(c)Figure C.1 -Crack map for Beam 1. Numbers indicate maximum average end load when cracksmarked.REDACTED VERSION

I-age /(Jb O! 1 114North FaceEastSouth FaceWestWestFace-.-I ILoadingPointPedestalSupport(a)REDACTED VERSION

I-'age Id!' OT 1114North FaceEastWestSouth FaceTop FaceWeStSplice Center Line SpliceRegion Region(bREDACTED VERSION

F-"age flit 0t? 1114North FaceSouth FaceWestEastTop FaceEastPedestalSupportLoadingPoint(c)Figure C.2 -Crack map for Beam 2. Numbers indicate maximum average end load when cracksmarked.REDACTED VERSION bbI-UUU-LSiLi-LSu-LSUUU1

-UUU I-sage 1fIY 011114North FaceEast3,0j~L6A302T'ic,South FaceWestTop FaceWestLoadingPointPedestalSupport(a)REDACTED VERSION

I-'age i~u or 1114North FaceEastJ15~3o1Is'-30 4CSouth FaceWestTop FaceWestSplice Center Line SpliceRegion Region(b)REDACTED VERSION

-'age /(91 0?f 1114North Face4-i- -3o3OA-1#LO3O~..I I-west34L4O.~~South FaceEaStTop FaceEastPedestalSupportLoadingPoint(c)Figure C.3 -Crack map for Beam 3. Numbers indicate maximum average end load when cracksmarked.REDACTED VERSION bbJL-UUU-(,U~J-UJ::LU-UUUI b-UUU w-age (19iL Ot 1 114North FaceEastWestWestFaceLoadingPointPedestalSupport(a)REDACTED VERSION

twage 0? 1 114North FaceEastTop Face°!)' tS.1.17%,\--m e I '((i TSpliceRegionCenter LineRegion(b)REDACTED VERSION

tiuu-'age (f)4 Ot 1 114WestEastTop FacePedestal LoadingSupport Point(c)Figure C.4 -Crack map for Beam 4. Numbers indicate maximum average end load when cracksmarked.REDACTED VERSION

,IJ-UUU-ULS--ULU-UUU1Ii-UUU I-sage IfA OT 1114North FaceEastWestWestSouth FaceTop FaceLoadingPointPedestalSupport(a)REDACTED VERSION

b-UUU P"age /~t o'r 1114North Facet.o Aj" °South FaceTop Faceice Centelion(b)SpliRegr LineSplice r~ineRegion REDACTED VERSION bbJL-UUU-U J-U:LU-UUUlTh-UUU t-'age fIl( 01" 1114North FaceWestEastSouth Face-I1'l WI 3.)Top Face*16V. I t'II~"V ( FL4~ Iej.v) U I/ '4',030IsEastPedestalSupportLoadingPoint(c)Figure C,5 -Crack map for Beam 5. Numbers indicate maximum average end load when cracksmarked.REDACTED VERSION

r-age (~ti ot 1114North FaceEastWestWestSouth FaceTop FaceLoadingPointPedestalSupport(a)REDACTED VERSION

b-UUU t-'age 0" 1 114North FaceEastSouth FaceWest7b "°lop FaceWestSpliceRegionCenter LineSpliceRegion(b)REDACTED VERSION

b-UUU I-'age iUU 01" i 1 14North FaceSouth FaceWestEastEastTop FacePedestalSupportLoadingPoint(c)Figure C.6 -Crack map for Beam 6. Numbers indicate maximum average end load when cracksmarked.REDACTED VERSION

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

I-"age OT 1 114MEW@R STELrE KAIMKAMEE, WOC.Soul to~ 81. COMil Crtlfct1 o5,~ Tom:f 413-7452Ciw P0. 5s e~w 266512Grd SI111094GAS@I A~1 16314? I10IIWSO0@

Olmcil~n 1416160R 42@(GIS)

Lgud pb KI4IOnTPS

_______ ______________________

cam s106c .ci io V CEAl0S026 106 100 14% 0.4 .2% 020 .1% 00U .10 06% 0~e 0wm0M660A ~W*VI 101?Peg2 oliFigure D1 -Mill certification of No. 11l barREDACTED VERSION

b-UUU I-'age dUSt Ot 1 114Mill Certification DetailsEUl of Lding #: 435560-1K Hut #: KN1110558901 Grad:6Date 11/1812011 Tag #: KN111I128344 lU: Nucor Imkkc O, MO1.00 .390 .360 .250 20 .13o ,063 .05 .014 .00 .00 ,00 ,000 .oo .o00 .o00 .00o .000 .5Tsisi 101,855Yil:67,514 Elnain(inS ica): 14.62Elongato (in 2inch.):UetdTut:1E The teng was conducted m acotodanu wihthe reie ireiint o this All miet and anuwfactuiring processewe'e peiornie in t~he Unted States of America.Cur t,~aIsgFigure D2 -Mill certification of No. 5 barREDACTED VERSION

I-'age dU40 OT 1114Mill Certificaon Details*mmadti # 42184.NUNint # KhII0013I Pd RebaASFMA k/615/M-15I AA9HITOM31-07 Pmdct 0(l RO MO1.040 J60 .320 .210 .1W .110 .{]6 .047 .017 .002 .002 .00 .(0 .00 .000 .00 .00 .000 .SWTeu*l 104,944YIdd 68,9176 O.qSiu.(

d b }: 16003sadTmOKweptre i v i Uie SL~es oft tki,a0i$"uuFigure D3 -Mill certification of No. 3 barREDACTED VERSION

re-'age t:iub OT 1 114Appendix E: Concrete Mixture Proportions REDACTED VERSION bb;i-UUU-{..~it-..-LU-UUUIh-UUU I-'age 0? 1114Table E.1 -Aggregate gradations Sieve Size Percent Retained on Each SieveSample Granite 1 1/2A in. Granite 31/4 in. Pea Gravel SandSpecific Gravity 2.71 2.71 2.60 2.62Absorption,

% 0.65 0.98 0. 93 0.8637.5-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 1114Table E.2 -Mixture proportions and concrete properties Trial_______Batch Beam #1, 2, 3 Beam #1, 2, 3Below cold joint Above cold joint Below cold joint Above cold joint__ _ _ _Design Actual Design Actual] Design Acua Design ActualALVN t) NAL1' f A2 r AA') flA2: A d') flAt') A9' (I A1Cementcontent, lb/yd3Water content,lb/yd3Granite 1 1/2/ in.,lb/yd3Granite 3/4/ in.,lb/yd3Pea Gravel,Ib/yd3Sand, lb/yd3Water Reducer,(ADVA140M), oz/yd3Batch Size, yd3Slump, in.Unit Weight,lb/ft3Temperature, Compressive

Strength, psi3 -Daystrengths 4-DayStrengths 6-DayStrengths 7-Day58824668710508367205882466871050836720592255687105083871858824668710508367205802516751060837724588246687105083672058724568810558447395882466871050836720590244690105584073024 40' 55 50 50 60600.043.51528192.25153822.2515276.43640+4330++103154824310+468022.75150864520k5490+*39154310AAOA40104670++Strengths

"-~T'*S """" -- .L=.,V --Modulus ofRuptureASTM 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" 1114Appendix F: Data recording formsREDACTED VERSION

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

I______________________

____________________

REDACTED VERSION

I-sage 61lU ot 1 114Table F.2 -Dimensions of reinforcing steel within in the test regionMeasurement 1+ I- -4Measurement 2Measurement 3Measurement IMeasurement 2Measurement 3Measured bar diameter:

Splice 1:Splice 2:REDACTED VERSION bbM-UUU-G~tii-UJILU-UUU1

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

r-age dIZ 0!" 1 114Table F.4 -Test setup -span spacingnln centerllne to rollercenterline East end to weast supportEast end to weast spieend + 4 +East end to beamcenterline East end to west splice endEast end to west supportEast end to west endREDACTED VERSION

b-UUU 1-'age d1 ;5 0?' 1 1 14Table F.S -Dial gage readingsReading I 4 4 4Reading 2Reading 3Reading 4Reading 54- 4 4 4Reading 6I- 4 4 4Reading 7Reading 8Reading 9Reading 10Reading 11Reading 12Reading 13Reading 14Reading 15Reading 16Reading 17Reading 18Reading 19Reading 20REDACTED VERSION bbi-UUU-UeJ-LL-I(.5-UUUI(e-UUU h-age Ol"1t 114Appendix G: Load cell and displacement transducer calibration The load cells and displacement transducers were calibrated before and after testing eachthree 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 FiguresG.2 to G.21.Table G.1 -Load cells and displacement transducers calibration before and after testing Beams1, 2, and 3LaCelA Load Cell Load Cell Load Cell LVT String Pot String ntLaCelA B C D 1VT Pot2 notbeforeCalibration 190779 175 161 -.01 -196 -.66 testing# 1, slope 190 179 175 151 001 1.8 196 Beams________

_______ ________#l1,2,and 3AfterCalibration 176778771 181 -.01 -195 -.73 testing#2, slope 176 178 171 181 -.01 1.8 -.93 Beams_________

________

_________#

,2,and 3Deviation,

% 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 Beams4, 5, and 6Load Cell A Load Cell Load Cell Load Cell LVT String Pot String note_____B C D 1VT Pot 2beforeCalibration 790 17729 17705 17651 -0.2011 -1.986 -1.966 testing# 1, slope 190Beams__________

_______ ________#4,5,and 6AfterCalibration 798 17745 17809 17703 -0.2017 -1.988 -1.970 testing#3, slope 198Beams________

________#4,5,and 6Deviation,

% 0.04 0.09 0.59 0.29 0.30 0.1 0.2REDACTED VERSION

)bY3-UUU-Udj-(iL--UUUIb-UUU I-'age 01 11140m~120100806040200y- 17,929.559x

-30.19000 0.002 0.004 0.006 0.008Load cell output, voltsFigure G.I -Load cell 2-0 calibration

1120100.,. 80-;60N 20y= 17,795.668x

-3 1.345000.0020.004 0.006Load cell output, volts0.008Figure G.2 -Load cell 2-0 calibration

2REDACTED VERSION

I,-'age d1b 01" 1 114I.120100806040200]0.0000.002 0.004 0.006Load cell output, voltsFigure G.3 -Load cell 2-0 calibration

30.0080120100806040200y= 17729x -13.9180 0 0.002 0.004 0.006 0.008Load cell output, voltsFigure G.4Load cell 2-1 calibration

1REDACTED VERSION bbJ-UUU-Ud.LS-(.i-tU-UUUtiJ-UUU I-age I~l f Ot 111401201008060402000 0.002 0.004 0.006Load cell output, voltsFigure G.5 -Load cell 2-1 calibration

20.0080401201008060402000.R2= 1.0000000.002 0.004 0.006Load cell output, voltsFigure G.6 -Load cell 2-1 calibration

30.008REDACTED VERSION bU-UUU-(.Udi-bL..b(.-UUUIb-UUU I-'age did Ot 1 11412010080604020040.0000.002 0.004 0.006Load cell output, voltsFigure G.7 -Load cell 2-2 calibration

10.0080120100806040200-20y = 17,731.247x

-23.1460.002 0.004 0.006 0.008Load cell output, voltsFigure G.8 -Load cell 2-2 calibration

2REDACTED VERSION

,-'age 0? 1 114.0=1201008060402000 0.002 0.004 0.006Load cell output, voltsFigure G.9 -Load cell 2-2 calibration

30.0080120y= 17651x+/-+24.09

-100-R=O99

-8O--0.00200.0020.0040.006Load cell output. voltsFigure G.10 -Load cell 2-3 calibration

1REDACTED VERSION bUi-UUU-U~S-Lir.L~i-UUUltb-UUU t-'age dLU Or 1 114-0.0020 0.002 0.004Load cell output, volts0.006Figure G.1 1 -Load cell 2-3 calibration

2U,0-120--80--SI I-0.0020.0000.0020.0040.006Load cell output, voltsFigure G.12 -Load cell 2-3 calibration

3REDACTED VERSION

rage d2;1 at 1l1421.8 S1.61.2o 1R =0970.8ei0.60.40.200 2 4 6 8 10 1LVDT output, VFigure G.13 -LVDT calibration

11.51y=-0.2011ix

+ 2.164R2.~B = 0.99560.0 I I I0 2 4 6 8 10 12LVDTI output, VFigure G.14 -LVDT calibration

22REDACTED VERSION

I-age dLZ 0? 1114.20 J1.50.500 2 4 6 810LVDT output, VFigure G.15 -LVDT calibration

3.20.24.543.532.521.510.50y =-1.9858x+

11+ 1[024Sting pot 1 output, V68Figure G.16 -String pot 1 calibration

1REDACTED VERSION

I-asge 0? 111f4S0S4.543.532.521.510.50y= -1.9854x

+ 11.868702468String pot output, VFigure G.17 -String pot 1 calibration

24.5432.50.500 2 4 6String pot output, VFigure G.18 -String pot 1 calibration

38REDACTED VERSION

b-UUU I-'age 0? 1 11404.543.532.521.510.500 2 4 6String pot 2 output, VFigure G.19 -String pot 2 calibration

184.543.5.= 210.50y 2-l93x 115 602EACE V4SO68Figure G.20 -String pot 2 calibration

2REDACTED VERSION

I-'age oar 11 144.54= 2.50.50* _1 Q"/Av 4- 1 1 Y- I I I02468String pot output, VFigure G.21 -String pot 2 calibration

3REDACTED VERSION

M-age i~z5 o1 "1114Appendix H: Training forms, Trip tickets, concrete properties, specimen dimensions, and crack recording during beam testsREDACTED VERSION 25593-000-G83-GEG-00016-000O.Page 827 of 1114Training 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 dateAl-Khafaji Ali .iV/ V _____________

/12 ./Eisenbarth BradGuernsey Edward ___________"_________-_-

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

Routh Jon J\I _____________

Shrestha Pankaj lZSperry Jayne ________________

<Zhen lehen OLZA/oREDACTED VERSION

r'age ozo' or 1I "1"1eUniversity of KansasCEAE Department 2150 Learned Hall1530 W. 15th St.Lawrence, Kansas 66045-7609 Phone: 785.864.3885 Fax: 785.864.5631 CONCRETE MIX DESIGNContractor:

Project:Source of Concrete:

Date:Placement Type:KUBond Test- Beam #1, .2, and 3Ready Mix Concrete5/24/2012 Conventional Material/S o'urce or Designation f/Blend1 Quantity (SSD) S.G. Yield, ft3Type VIIl Cement/Cement Producer!

100% 588 lb 3.20 2.94Water '246 lb 1.00 3.94MCM -1.5 in. / Granite 1.5"!/ 20.86% 687 lb 2.71 4.06MCM -0.75 in, / Granite 0.75" / 31.89% 1050 lb 2.71 6.21Pea Gravel / Pea Gravel / 25.39% 836 lb 2.60 5.15VPsand / VP Sand / 21.86% 720 lb 2.62 4.40Total. Air, percen~t

.0 0.27Air Entraining Agent /Air R' Us 0 fl oz,(US) 1.01 0.00Superplasticizer

/Admixtures' R Us 40 fl oz (US) 1,20 0.021 The blend percentage indicated (bY weight) is~listed separately for cemnentitious m~aterials and aggregates.

27.00Total Water Content (including water in admixtures),

lbWater / Cementitiousr Material Ratio:Concrete Unit Weight, pcfTarget Slump, in.Paste Content, percentWorkability' Factor (WF); Tarj2470.42152.95 in.25.55%35.0 Actual:57.9 ,Actual:5/16/12 '2: 20;PMget:Coarseness Factor (CF)Prepared On:Target:'32.163.0Prepared By:Jiqiu YuanREDACTED VERSION i 'Materi~

ls LA wNce (788) 843-1688

TOLL FREE (888) 244-2082385E,.F23rd

$tmt

La,un KS060415-,

(785) ,84eei

85 84-175w "QUAUITY AND SERVICE SINCE 1927"..OMER NAMEUI'iV Or K(blH I AccouNTmmnm r i iLTVLIL5rA & TO3WA & E, TO LEARHd'II FLWLii. THC LOlT OHN W[S1 SI 1RmHA5ORDER

&SAWS ORDERKONI.*W373 iiiLOA Ol PROOUCTDESRIP1ION (1[IL) OW' IH l 1kOERED DEUVEREDO UNIT RIE AMOUNTSUB TOTALh iedwt h woe AIOTI"L4i I I I Ir ", " --- 1IcEXTR OMALOE 0MNmS PBPurchaser 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.01rw4L5Lo~d Total:Hix x oYl? U ~-iit ~ f t'I *i~ LiDiLap 'Iutt£Jty Mixl.~*t Li)/ /~ti7.i~(I!J*~I o).d I U)r~d 8atdtil % Var % ?~x tirre ~tUA1 WAi?4&M ~J418 oz * ~e. w oz ~ oz 8.5&%-~ N .SLB *0tJ.8 3 *SLI .ULD3 W~9L1I f~618UJ K~ ?IS~A liulW~3LB N 94~ i~B 94~Lfi &~ 6.~S% P1.88 3 *86Q~ii 1~iJ 7615U1 LV3% ~.95~N11* 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 giI iti N II~ter igt truck: 8.8 Ii ~IJust Wakr: 0,1 fL I in. IIat~.: 841 CYDfaIo d 33.4i IICUTOME#t CQPY-2REDACTED VERSION

-UUU rOUU age OJU OT II114University of KansasCEAE Department 2150 Learned Hall1530 W. 15th St.Lawrence, Kansas 66045-7609 Phone: 785.864.3885 Fax; 785.864.5631 CONCRETE MIX DESIGNContractor:

Project:Source of Concrete:

Date:Placement Type:KUBond Test- Beam #1, 2, and 3Ready Mix Concrete5/24/2012 Conventional Material

/ Source or Designation

/ Blend' Quantity (SSD) S.G. Yield, ft3Type I/Il Cement!/

Cement Producer!/

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

/Admixtures R Us k) fl oz (US) 1.20 0.021 The blend percentage indicated (by weight) is listed separately for cementitious materials and aggregates.

27.00Total Water Content (including water in admixtures),

lbWater!/ Cementitious Material Ratio:Concrete Unit Weight, pcfTarget Slump, in.Paste Content, percentWorkability Factor (WF) Target:Coarseness Factor (CF) Target:Prepared On:2470.42152.95 in.25.55%35.0 Actual:57.9 Actual:5/16/12 2:20 PM32.163.0Jiquepaney kJiqiu YuanREDACTED VERSION LDO l-IJU Iage M C Materials 3645E. 2&d Soest

Lawrence.

KS 66048(7861 643-18688

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

TOLL FREE (888) 244-2082"QUALITY AND SERVICE SINCE 1927"Th% DATEsAC'OLEfR CK 0RNLiUt'[t ON ,ON tA [Vi fVf tW. r5Il & IOWA & E. ro LEARN-) [WALLDN. U'OlI{l(

L Ofl I f [i 1* WI?! I miKAN 06J/3 i 8I iiW.AD 0:Th.PROIDUC(HF) OVTIFIID 111<1.D0RED&NuRSDuU#4TPPO AMOK'314l1<1 It]UD LOADEDi IAdrWI SO ROC.I11E i ISC~iTZARRIE PL*4, , I COaSUB TOTATAXTOTALTOTALIThis bsdtl of is roied with the proper KTiOilNiiL WAruwi-~ a-" -I ! ICAJIO .Uu8 ...rnoth, ium W~I m Maid Ste prmp PW oKEP 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 449ii 4lI/n lluilp T ;the I4 lhttM{ily lMttllght' 't°q I ChAd I1)tkl u8l Wit,IlIREDACTED VERSION

IO-UUU r.-age OiL OT lI 'IForm 3: Plastic concrete testing and concrj~te compressive strengthSpecimen ID: W 4.f '[ 2,3w Date: "5 ]'Z.. /22-6)71Measured by: Checked by: ,'"0Concrete corn ressive stren t2, -=\ 13,J,,Ow 46.c,%i. ~ ~ 4 ~2. &.% ~ig~73fL 6"I qso5 5 .pl s3~4,yy4)l65.902~~Z$ IZW~?2 4'16o H330 ~'Z5~1Z ~o~cOQ 3~3Q(REATD3ESO REDACTED VERSION

o-UUU i-age OJ OT I IIForm 3: Plastic concrete testing and concrete compressive strengthSpecimen ID: I~Jti, 2~I 'kA' ~4&~ 1 Date:Measured by: !JAT6r Checked by: .Plastic concret esi('nnrrptp rnm nrr~4 vp REDCTE VESIOREDACTED VERSION J.UU( )'UUI O'UUU i-age OJ4 OT I I IUniversity of Kansas Flexure Beam TestsDATE: 5/31/2012 BEAM TESTS: Beams 1, 2, 3Flexure Beam Date Height**

Width** Date Load Age~** Modulus of Rupture1D* Made in. in. Tested lb. Days psi.Mono-i 5/24/2012 6.04 6.27 5/31(2012 7750 7610Mono-2 5/24/2012 6.06 6.16 5/31/2012 6600 7525________

____________

_____ ______Avg.

Monolithic 570CJ-I 5/24/2012 6.08 6.12 5/31/2012 1200 7 95C J-2 5/24/2012 6.06 j 6.08 5/31/2012 2250 7 180Avg. 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 14University of Kansas Split Cylinder TestsDATE: 5/31/2012 BEAM TESTS: Beams 1, 2, 3Date Length Diameter Date Load Age Modulus of RuptureCylinder Made in. in. Tested kips Days psi.1 5/24/2012 12.19 6.04 5/31/2012 50.5 7 4352 5/24/2012 12.15 5.97 5/31/2012 49.0 7 430Avg. 435Notes: Concrete from 5/24 cast REDACTED VERSION

lO-UUU iage OJ O( I I 4Form 1: Dimensions of formworkSpecimen ID: _ "- l Date: Measured by: ,A4S-y- c4.91ty Checked.

by: y'Get,-~4YCL\12$1>REDACTED VERSIONREDACTED VERSION

(o-UUU rage Oil or i 14Form 2: Dimensions of reinforcing steel within in the test regionSpecimen 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 114Form 4: Test setup -span spacingSpecimen ID: tflEVW\ Date: Measured by: o44 + (Jf4' 1 Checked byWest end to West splice (~-centerlineiL

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

rfage oil or I IForm 5: Dial gagie readingsIZ ,,_1ISpecimenlID: /Date: j]'-Measured by: /"" ' {d}Reading 1 0 tO "2 , )i Reading2 4" __._ ________*'.C ReadingS 3 O 13O Reading4 6 .'. 1V" Reading7 3 _0 -[, 2'. .s3 , CReading 8 '32 __ __Reading 9 ZA( 3 "2 Reading 18 ___________-________ Reading 12 _ ___,6"__

__" _"_ _ "____Reading 130 _____Reading 14 ______ ________Reading 152 _____Reading 163________

Reading 17Reading 18 ________Reading 19__________

_____ ____Reading 20 __________________

________REATD5 ESOREDACTED 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 VERSIONREDACTED VERSION

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

JMeasured bar diameter:

Splice I:"_____Splice 2:REATD2 ESOREDACTED VERSION 3

ID-UUU rage OT !i 14Form 4: Test setup -span spacingSpecimen ID: ' ..PDate: "/Measured by: 4-b 0 Checked by:rin centerlirne to rollercenterline West end to WestWest end to West spliceendWest end to beamcenterline West end to East spliceendWest end to EastWest end to East end4EATD ESOREDACTED VERSION

w-UUU r~age OT I ' 4Form 5: Dial gage readingsMeasured by: f (:Tita ('kt)Reading 3 O__ __G____O_-__."'

,Reading 4 1 0 0, 0 .13. 2 .Reading 59Readin7 10___ OReading 611 > 1Reading 812~ i 3~LReading 913 ______________

Reading 115_________

Reading 12 6_______Reading 137 _____Reading 148_________

Reading, 169________

Reading 1920_______

REATD5ESO REDACTED VERSION

O-UUU r~age d4'+" 01I iForm 1: Dimensions of formworkSpecimen ID: , 9-" Date: _Measured by: Opq1L Checked by: Je Measurement lI gI "-J ] ' ,Measurement 2 /6'7,, 01Measurement 3Measurement 4 Measurement 5(7Measurement 6 2Measurement 7 14') 1/2 I,. tL.L'__Measurement 8 4'_Measurement 9 g jIT0r7~REDACTED VERSIONREDACTED VERSION DO 3-JUUU-Ua0J-U o-)UUU rfage oqD Or I11Form 2: Dimensions of reinforcing steel within in the test regionSpecimen ID: C--_'-- Date: 0~/A -iMeasured by: At.- 0 Qo,(fl Checked by: -.. e'"ie O-J'kOMeasured bar diameter:

Splice 1:Splice 2:2REDACTED VERSION

Io-UUU Iage Or iI1"Form 4: Test setup -span spacingSpecimen 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 readingsSpecimenlID: 3 ¢' )Date: lJ'Measured by: C'p414 O kReading 3Reading 4 [ Y 1).--?6 ,]/ Reading 7" l iLtReading 6 '25 1 ,.% 0 t Z6"0Reading 7 __ __ [ .'A0 Reading 9 [ }-. O,9 'Readingl

________.9 tA07OReading 11 0 iL. i Reading 12 26"03 I. 5,....Reading 13 -Lo__ 3g0 7-.L i;g 'Reading 14 /' I -li ""Reading 15 ".G ' ", , Reading 16 :{,¢ '0 ,Reading 17 ____ ____Reading 18Reading 19 ____ ____Reading 20 _________

REATD5ESO REDACTED VERSION 25593-000-G83-G EG-00016-000--Page 848 of 1114Training 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 dateAI-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

~ _____ _ ____ ______"_

_;/! 9-4REDACTED 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 Note71,,A Nw D', X-, V'JfS207Yi2 -E~ l.... k xL" " I'"" "M_ _ _ ...... .AO S r 7n. 4, .4,-t~S J*") 2,&, "'IW "I ___ I IREDACTED VERSION

-UUU I-age ,dOU OT 1i"1i'g.CBeam Test Recording specimen

-, .Test Date: "'/f t?.Recorded by: VLoad, kip 2 Note/fl_ --i JI -~ ....~.......

-qrzuI,-'MX "-~-.IF.~/i'rv~

I rv: "" IJ\ x-,-. i**7j~h.' A r A CLI//C,Ii.REDACTED VERSION

i--age e:IDI OT "I "I 4CBeam Test Recording Load, kip Note.! -e Sc%4 .dREDACTED VERSION

-'age dOZ Or "1 "I'I4( ,,,Beam Test Recording (I(I'.I Specimen

i<o C&Af r Test Date: J / iRecorded by: xJLoad, kip Note(1 *.#<-)V -" ; '-'-iv v t-1-4,E ipiv"?lT, F.A ____ 1JYLA C~i63K 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.4Load, kip _Note4- ..- -l / U .-,v,, O.,____'___-__-__-

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

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

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

10 .Test.Date:

r/ / tRecorded by: '.,-, fLoad, kip Nt.\Jw(KLREDACTED VERSION 25593-000-G83-GEG-00016-000 Page 856 of 1114Training 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 BradFink Dalen __________________________

________________

Guernsey Edward___________

_______Hawk' Kaleb iL,>Lyon Adam _______"_.... b/'7/VL2_

Pendergrass Ben _________________

/______/

_________

Routh JonSchneider /.,. 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 1114University of KansasCEAE Department 2150 Learned Hall1530 W. 15th St.Lawrence, Kansas 66045-7609 Phone: 785.864.3885 Fax: 785.864.5631 CONCRETE MIX DESIGNContractor:

Project:Source of Concrete:

Date:Placement Type:KUBond Test- Beam #4, 5, and 6Ready Mix Concrete6/10o/2012 Conventional Material

/ Source or Designation

/ Blend1 Quantity (SSD) S.G. Yield, ft3Type I/Il Cement / Cement Producer

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

/ Admixtures R Us 60 fi oz (US) 1.20 0.021 The blend percentage Indicated (by weight) is listed separately for cementitious materials and aggregates.

27.00Total Water Content (including water in admixtures),

lbWater!/ Cementitious Material Ratio:Concrete Unit Weight, pcfTarget Slump, in.Paste Content, percentWorkability Factor (WF) Target:Coarseness Factor (CF) Target:Prepared On:2470.42152.95 in.25.55%35.0 Actual:57.9 Actual:5/16/12 2:20 PM32.163.0Prepared By:Jiqiu YuanREDACTE VERIOREDACTED VERSION Z-UtAJ-UUULIJ-UtA,-UUU

-'I.-UU I-age 0DO OT lI 14JV ~ 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~LLLiH(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.UN4 33iL('- OJ-° RODUC DESRIilN RD E DEiEED WTPIC MW10.t~6?1T~(4 KtC mJlhPW+I 1+10.00 -10.00PREm POU8 T0TALGR1N TOTATixathoCflrO ixdWh h AD+++ -O-N=A- -w ~in ..anui fwt+I ddtaa tu+dkd Dee AD)O 0 ." + -+ +-++=.-=,==+-.-,=-=+==++=.-+-.-=-=I S ORA = DNI CU~OMF~4miudC.~.0e

+wA orowwI. ..y imkI +Mld*l w lo XALLOWED°30 MIN"TE PU hPurchaser 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.'131.11to~id S~ ;.' Ph ~ t i.deRf'(,Lu it e +PdIpl 'p lI :Ikr Ntuha1i0"l 2 ii cq+77(,5,AJ3 +: !is tA/uI q o~~d [ lW4:3ER ?~8II I ~3& a ~3a.,11 14 IJ~7%A~WA14 61.1107

6g9.6S 07 ~~U0Z *JP55&S L~ N 505S.IJ B LI 4.17%I*BGIFS .0 N ,8IJWg~ 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 .11071~B1b N 11~4S lb 1~Ih 1.40% 1.35% tI~CC~-1 61111b I 6~7 lb 6Mhlh 1.15% 6,10% NActud th. Uaklwsi 1 fla5Ial7zl Load Totals 41154 lb Pe~z1n 1.441 IMtesiCmut 1.451 J hs1~n3Slumpi Ad%~ in Miter' in ~ 1.9 ( Ad~mt Iiaten 1.0 ~. /toadAcIa Vat, + ai -r',flCAq~'3.911.6 wI iidnal 257.5 ~1 fri Add: 59,5 ~1is Vat.r: e.e au c~REDACTED VERSION LDD.1-UUU-Ud.)-'.IA-U-UUU Io-UUU age or II 1University of KansasCEAE Department 2150 Learned Hall1530 W. 15th St.Lawrence, Kansas 66045-7609 Phone: 785.864.3885 Fax: 785.864.5631 CONCRETE MIX DESIGNContractor:

Project:Source of Concrete:

Date:Placement Type:KUBond Test- Beam #4, 5, and 6Ready Mix Concrete6/ 14/2012Conventional Material

/ Source or Designation

/ Blend1 Quantity (SSD) S.G. Yield, ft3Type I/Il Cement / Cement Producer

/ 100% 588 lb 3.20 2.94Water 246 lb 1.00 3.94MCM -1.5 in. / Granite 1.5"!/ 20.86% 687 lb 2.71 4.06MCM -0.75 in. / Granite 0.75" / 3 1.89% 1050 lb 2.71 6.21Pea Gravel / Pea Gravel / 25.39% 836 lb 2.60 5.15VPsand / VP Sand / 2 1.86% 720 lb 2.62 4.40Total Air, percent 0 0.27Air Entraining Agent / Air R Us 0 fi oz (US) 1.01 0.00Superplasticizer/Admixtures R Us 60Ofl oz(US) 1.20 0.021 The blend percentage indicated (by weight) is listed separately for cementitious materials and aggregates.

27.00Total Water Content (including water in admixtures),

lbWater!/ Cementitious Material Ratio:Concrete Unit Weight, pcfTarget Slump, in.Paste Content, percentWorkability Factor (WF) Target:Coarseness Factor (CF) Target:Prepared On:2470.42152.95 in.25.55%35.0 Actual:57.9 Actual:5/16/12 2:20 PM32.163.0Prepared By:Jiqiu YuanREDACTED VERSIONREDACTED VERSION

Io-UUU tage oou Or i I1II 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~tfuNI Of" KfThJHS~¶

('TV Il iHG, i5T ii tOWA & F. 10 LEAI 14CR HAH,I)R. 1:'MRK1Jli I (Xi ON W!T't .0*IiIH00637.3 68 4..0 intOaD OROERED OEBJVERB UNIT FPACE MT2.00156"720KC DItRFiBL.E2.00SFIOIR'V L.1AD1 Cl AIR(TOTALPREIVIOUS TOTAlLI 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.

II By~IJfi~& Fue4 -~ 't. mw~' 55W #c.~ my in.m.~i,

~,IMim ~ w~md p*w~dfwyxeW~..dinWgi.OilwUyS.

~ d ~~ywU~ dgM pui~p M~.dK~'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.MateidalWidTERAOlU41ktliall, 1 i7 ) :i I rcrud ¶mW I O.4.1160.867 1t A.S8 iZ i$LSBO LOVP IHi+ II58,. LBI 1176i.6 LB 1151 I U.,% " .. +! ,;7i 1D # lM 6 ~ L , ,; #PO 836I11 i 1679 LI 168611 8,86% 8,.4t% ti llb I P186 lb P118l5 8,4I~ .Iil687b I 1314 lb I 1381 0.44 8.18% 5H Ifte 8t irc aiI+a *iStia1h gl93 lb lOestln t.4A1 Wate/Cee 1.44 8 1 eig 63,4 ql 4,9 I1 To Ad: 14,5 gAREDATED VERSIONREDACTED VERSION

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

I Lf t1is. IAI, ,2' 2Ll , TV , _-__b/r£h' 4d1j 9REDACTED VERSION

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

2. '3V.7 -',:4IW4REDCTE VESIOREDACTED VERSION

Io-UUU r'age 003 Or" II14University of Kansas Flexure Beam TestsDATE:BEAM TESTS:6/20/2012 Beams 4, 5, 6Flexure Beam Date Height**

Width** Date Load Age*** Modulus of RuptureID* Made in. in. Tested lb. Days psi.Mono-Wi 6/13/2012 6.03 6.35 6/20/2012 8650 7 674Mono-W2 6/13/2012 5.89 6.27 6/20/2012 6350 7 525________

______ ______ ______ Avg. Monolithic (Wed.) 600Mono-RI 6/14/2012 6.07 6.28 j6/20/2012 8500 6 661Mono-R2 j6/14/2012 6.085 J 6.25 6/20/2012 195001 6 739________

______ ______ ______ Avg. Monolithic (Thur.) 700C J-1 [6/13/2012 6.05 6.08 6/20/2012 3950 7 319_ _ _ _2 _ _3/01 6 I _ _1 _ _0101 _ _ __72CJ-2 [ 613/012 .056.1 6/0/202 250 22Avg. 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 ageM filREDACTED VERSION

IO-UUU rage 01 II1University of Kansas Split Cylinder TestsDATE:BEAM TESTS:6/20/2012 Beams 4, 5, 6Date Length Diameter Date Load Age Modulus of RuptureCylinder Made in, in. Tested kips Days psi.Wi 6/13/2012 12.25 5.98 6/20/2012 37.5 7 326W2 6/13/2012 12.03 5.98 6/20/2012 47.0 7 416-____Avg.

(Wed.) 370Ri 16/14/20121 12.15 5.99 16/20/20121 56.5 6 494126/14/20121 12.24 6,00 6I20/2012j 51.0 6 442Avg. (Thur.) 470j.REDACTED VERSION

D-UUU t~age ODD OTf I I4Form 1: Dimensions of formworkSpecimen ID: L tl / Date: /lkl"Measured by: L a I Checked b:Measurment Measurement 3Measurement 4 _Measurement 5 ________Measurement 6 7/ '__Measurement LMeasurement 9 [gL~REATD7ESO REDACTED VERSION

io-UUU r'age dtt OT I ' 4Form 1: Dimensions of formworkMeasured by: Checked by:N7REDACTED VERSION

io-uuu r-age ~oo orT i1Form 1: Dimensions of formworkSpecimen ID: 6 Date: 061/(L( VLMeasured by: Checked by:Measurement "J/Measurement 2 'fMeasurement 3Lo3AMeasurement 4 17111 L.OY {/Measurement 5 J 4 "iL ____Measurement 6 -___+/-_- Measurement 7 __ 2.--0Measurement 8 ______Measurement 9 ¢7JfAREATD7ESO REDACTED VERSION

lO-UUU rage Of" 11I14Form 2: Dimensions of reinforcing steel within in the test regionSpecimen ID: Q ' Date: 6 / IMeasured bar diameter:

Splice 1 :Splice 2:8REDACTED VERSION

Io-UUU rage Or I I'IForm 2: Dimensions of reinforcing steel within in the test regionSpecimen ID: S"Date: '/ ,, "_Checked by:Measured bar diameter:

Splice 1"________

Splice 2:8REDACTED VERSION zaaj-uuu-ud.J-,.tu-uuu ob-uuu r-age OIU 01 I l1Form 2: Dimensions of reinforcing steel within in the test regionSpecimen ID: )Measured by: /fl-v Date: '(-/"'Checked by:IMeasured bar diameter:

Splice 1:________

Splice 2:REATD8ESO REDACTED VERSION

U-UUU o--u age oi/ IOr I I 11i~Form 4: Test setup -span spacingSpecimen ID: a, t Date: Or,' W.OI"~L-Measured by: ~ '( p~ai, Checked by: IJA'T, .ShM4,4REDACTED VERSION

Io-UUU r-age oIL or II 4Form 4: Test setup -span spacingSpecimen ID: Measured by:

Checked by: S;'~West end to West support 3/6 a~~. if _,__,____2-West end to West splice 7Wet n to beam ].West end to East splice, .,,, -,' .,. / "West end to East support 4 West end to East end 33 "3j '"3 6"-_________________/,

4REDACTED VERSION

Io-UUU ra'ge o 0i 1 14Form 4: Test setup -span spacingSpecimen 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 4REDACTED VERSION

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

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

Reading 17 ________Reading 18 _________

_________

Reading 19 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _Reading 20 _________

_________

i5REDACTED VERSION

IO-UUU r'age OI OT I 114Form 5: Dial gage readingsSpecimen ID: Date: 067V/ITL9/1-"

Measured by: )A/IA-'i Reading 0 1 ,0,2 .Reading 4 j ffjjj O.1 Reading4

.](0 Si 'OReading 7 t(JI L"--* 6Reading 8 Reading 9 .. 0 ? [1AReading!10 0 (.13&mReading, 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 IQ2Reading 19 ______ __ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _Reading 20 ______ _________

_________

REATD5ESO REDACTED VERSION

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

31. 00 21.6-:&'

'Reading7 12- 3 gqReading8 l,.. 24--, Reading 167~ 302Reading 17 ~ ~Reading 128Reading 139~iReading 1920 ____5REDACTED VERSION 25593-000-G83-GEG-O0016-000 Page 877 of 1114Training 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 dateAI-Khafaji Au ______________________,___________

Eisenbarth BradGuernsey 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.,,AIDREDACTEDE g/~ o/ ?o;~

L:

r-age OT Beam Test Recording Specimen: Test Date: 6f~/K / 1Load, 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:. --ILoad, kip Note-,_ _ :;x 24 aP ci_ _- ... ,a .. ..iL V~9i p-! iv-l-- .. 1~~ A*;REDACTED VERSION zoa6-uuu-bUda-Lh_-uuujo-uuu

-'age OT "I'I14ytBeam 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: jRecorded by: -4I.\Load,. kip ..NoteI '7°"

,'i~ &LREDACTED VERSION

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

I=:U-UUU'IO-UUU I-age dd..5 OT "1 "1I'Beam Test Recording k.Specimen

, , Ts aeI 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 I14Beam Test Recording Specimen.:

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

-.Test Date:REDACTED VERSION

i.-age d~l~D OT I "I ItBeam Test Recording (Specimen

Date:Recorded by:. "I'f1ALoad, kip Note* ,W ml/'~I',- "-<c:+";<-r

?AREDACTED VERSION

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

Date: 4. /lRecorded by:

ILoad, kip. Note4- WII2 I 'A' ..1r~A" *__ 2r II,~r a .,REDACTED VERSION

-fage ooo1 Or l'1 4zBeam Test Recording rSpecimen,:

, 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"14Beam Test Recording CI Specimen:

Date:Recorded by:". Load, kip. Noter.J V J , ."-REDACTED VERSION

l-'age OT "I'I ]4Bream Test Recording

( " 'I Specimen

jTest Date; !Recorded by: ..j, ,/1Load,'kip Note-Co i~Q, ~ .a.- .x_ -* !1b.r '.. *.*___ ,p ~it .gREDACTED VERSION

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

.--I Test Date:.RecOrded by:" -; ILoad, kip Notei4i-REDACTED VERSION

r~age oL OT "1'I14Beam Test Recording (I Specime~n:

I Test Date:Recorded by: "-'I ILoad, kip NtI~rIIREDACTED VERSION

LI-5J--LU-UUUIt-UUU r.-age 0o" 1 114Appendix 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 11490: 0618.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 0111141614063'o02 r/0I0%ii2 00%SOG !-trner1 154 t#.*~#: ~..402 04 06 08 1 12 14 161Ba~ldwmn Disl59awnt.

in.REDACTED VERSION

t-'age tYb o0111140 20% *0 15% 9,0 10% *005% ,90 02 04 06 08 1 12 14 160 05%REDACTED VERSION bb~LM-UUU-LUdJ-ULUI-UUUltJ-UUU I-'age dY(/ Ot 1 114ID: DG2Baldwin Gauge % variation FSE, %0 0 0.00% 00.0588 0.059 0.34% 6.67E-050.124 0.125 0.81% 0.0003330.1777 0.178 0.17% 1E-040.23 0.23 0.00% 00.2758 0.276 0.07% 6.67E-050.345 0.345 0.00% 00.4225 0.423 0.12% 0.0001670.4763 0.477 0.15% 0.0002330.5515 0.552 0.09% 0.0001670.6145 0.615 0.08% 0,0001670.6935 0.694 0.07% 0.0001670.7685 0.769 0.07% 0.0001670.8333 0.834 0.08% 0.0002330.909 0.91 0.11% 0.0003330.972 0.974 0.21% 0.0006671.0815 1.083 0.14% 0.00051.1677 1.169 0.11% 0.0004331.2542 1.256 0.14% 0.00061.3695 1.372 0.18% 0.0008331.5152 1.519 0.25% 0.0012671.6037 1.607 0.21% 0.00111.7527 1.757 0.25% 0.0014331.869 1.874 0.27% 0.0016672.0067 2.012 0.26% 0.0017671.925 1.931 0.31% 0.0021.86 1.864 0.22% 0.0013331.7515 1.756 0.26% 0.00151.6095 1.613 0.22% 0.0011671.4372 1.44 0.19% 0.0009331.3067 1.308 0.10% 0.0004331.2035 1.203 -0.04% -0.000167 1.1515 1.152 0.04% 0.0001671.0355 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-040.3235 0.322 -0.46% -0.00050.264 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 011142.52c1.54,51.00.E.2.00%1.-300%-50.00%,-61310.5 1 1.5 2 2.5Baidwin Displacement, in.-trear2.5-t 4÷t 0#0

0.5 1 1.5 2DG02Baldwin Displacement, in.REDACTED VERSION

r-age 01" 11140.00250.0020.0010.0005 9-00005 *-0,001Baldwin Displacement, in.REDACTED VERSION bbgi-UU1JUd-iULI-U-UUU~th-UUU I-age 01 1114Baldwin Gauge % variation FSE, %ID: DG30 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 0REDACTED VERSION

l-'age Or iii42.52cil.5U05* 03-Linear0.5 1 1.5Baldwin Displacement, in.2 2.51.00%050%0.00%~S-1.50%-3.00% *-3.50%0.5

1 1.5 22.5G 3Baldwin Displacement, in.REDACTED VERSION

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

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

Base 8+/-+0.125Top (j,'i (-' " 9-6 3.9..( 4+/-0.125Height ( j t2 .0-l..03 12+/-+0.125 0.50%0.30%020%0O. 10%-0.10%0.10% *Badwn fslce0n, nREDACTED VERSION bbYi-UUU-Udi-I'-IU-UUU1 b-UUU I-'age wULI or 1114Unit Weight Container Verification Date: 6/13/2012 Measured by: Matt O'Rei~iyVolume (in.3) 428A1Volume (ft3) 0.2477 ASTM: Volume of container must exceed 95% of needed capacityREDACTED VERSION

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

LABORtATORY DATE OF ISSUE :25..Jul-2011 CERTIPICATE NLVBER: I1605251112256S Page I of3APPROVED SIGNATORY I N5TRON"1~pe of Calibration:

I~4evant Standard:

Date of Caltbratlon:

tES Univveesty AvenueN~~onod.

PM 0O0112-21143 Teoptne (e00) 473.78381 Fax: (7811) 575-.5755 En5 mDmmtanmtatm e.2095-Jul-2011 John Weisscustomer¢ Requested Due Date: 26-Jui-2012 tUNIVERSITY OF KANSAS1032 LEARNWED HALL15TH ST.LAWRENCE, KS P.O.. Numer: SQ0(03644 Contact : IM~ WAVERi. Digital Readitu (in)Serial Nbdel:472961!IN ST RO.SSRI20BTE This certfiegs that the displacemns verifled machine indicator

! (lised aboeam) were verifiedl b* hmtron in with 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" thisrepxt with a irferenee to tle "As Found" data.The erfication and equiphment used confrrn to a conr~olled Quslity Aswae rwoiam which meets thesp=: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 RepeatVa'itl1 Range¢ Max Error Ma Erro Ero Err~orCifli (ill) (% mu) ASTMSystem ltaol~tin Retolution imlitCIMS (in) Cuts {in)I -:5-.00130 0~002? O147 A IO0 AIThe reslts indicateion:

thfis ocnificatew4 reponrel ate only to it~ati iuiftd if the ae m methods or iaa in~~udo.1 thz areno0osered by the ,NVLAP ao¢teaitazion it ,will be id.tiulo, in th Any limiuukn ofr ut ae a reslt of this villbeindaa in the commet This retpon mus nor be use to dain produ dorsanart by ,NW.AP or the LnitoJ Statetigovennian ThniS report shall not be nreprdued excep in ful without the alptova of iltmon.CaIproSDS asmio 3 3REDACTED VERSION

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

1076111226Wm Pag2 ot'3fgtewlio ofDispl~auait:

AcaiinglSk=era RwrI Ru I Rwi2 Rwt2 3 Rwi3\Value IFror Euof E.,rt F-xEnror L~mneaany Coi'ag(lit) (in) Fator -kI .0.0036 ,0.345 400021 .0.201 ,,0.0031

.0301 0.0015 0.00)20 2.362 .00075 ,0.368 -0.0062 .0.308 .0.0064 .,0313 0,0013 0.0019 2.263 .0,0094 ,0.313 -,.00095

.0.311 .0.0055 ,,0250 0.00I0 0,0018 2.264 -0,0130 .0.321 4.00113 ,,0.2 '9) -0.0103 .0255 0002' 0.0036 2'S5 -.00101 ,0.200 ,.0.007 .014 .0.0089 -0.1" 0.0023 000O31 2.57pruvki a of cirJi

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

ofTanpeatuwe at stt of "FR1lAppliai ClasRum 2ErrorRun3IdicgajApIplieIApplied' 1,0331 1.02'95 A f1.0456 1 0435 A 11.0306 1.02'S2 .0395 2.0320 A 12.016,2 2.0100 A 120451 2.03873 3031 2.9937 A 3.057 30492. A 3.0335 3.0250440445 4.0315 A 4.0455 4.0342 A 4.0405 4,03025,04'1 5 03'0 A 5.0583 5,0505 A IS0399 5.0310Tanprat-te at aid of aitkation

82.0 'FL'rnciitt ofMakoMod.l Srial No. De.cripuion Cal Agen" Calilbison R~eolution, Cal Date DuC DateBo~kelelr DIG 6894FEXTECH 4ASS0 936905Linea~ag ;A. JANSON 000a4in 0001 in

'.>-I ITherometer StYPRIS S5'F I lF11Sep.09 Il-Sep-II The uai~ksrdt

,aedfor this t~Ificc~tIor are true a~b1e to NISTCaIptoSDS vasaoo3,3 REDACTED VERSION

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

I-age 0o' 1 114CERTIFICATE OF CALIBRATION 5SIJD BY:

C.ALBRATION LABORATORYSSJE: 24 11 I 7 ¢ATE 1U437211110333B!

INSTRON"lrpe of Calbratlon:

~Ilevant Standard:

Date of Calibration:

kwrmon825 Aveue T&?4~Or18:

{80Q. 473-7838Fax: 575-575(3MI"M EA-1Oz6-Juj-11 APPROVED SIIJohPag I oa 4 pagesGNATORYn WeissCustomer Requested Due Date: 26-Jul-12 N-me:A&*em:P o:LUNIVERSITY OF KANSASJIM WEAVERMLjf.tzerC BALDWIN TATE EMERYType:BALDWIN TAT E E.MEIRYbfS vrem ID:Type:S5R I 0"E4 72961ISi~le1. 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__ 1'702.5TEr 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 3.11REDACTED VERSION bb.I-UUU-Ul5J-GLU.-UUU t-'age OT 1114 j jt~q1m072811t OS2639Iage zo~r4 paeT~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 (bf9100 -1192-4to.o119488.2 C 0.65 0.08 Pass I 220CrLMPRE8SSON LiRt 1 Ln 2 R-.ri 3 ASThI £4 Releie LeU~imy of"IOS RuI.ageFulSeale.

-I 19M. ibf'l1 0.4, 0.62 0.41 0.02 0.14 1.602 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 0.17 144,6010 0.55 0.50 042 0.05 0.17 19.9,4320 0.52 0.50 04 1 0.02 0.16 3.1I.)7340 0.53 0.49 0.47;' 0.06 0.15 73.0"7770 046 0.44 0.45 0.02 0.153 l2Ah601W0 .38 .3,4 0-36 0.06 0.15 179947(XdPRESS K)NRatn Apnpld A liel Ii dicaizsd IU% Range (FuUlSeafr!

.-14M2S. flit1Rtx~ 3 2R1 .1200 .1192.4 .12f0 .1192.6 .1200 .1,92.752 .2,00 .2.344.8

.2420 .21843. .2400O .23444.4 .4400 .477'2.05 48 .4"771.95

.4400 .4769Q 47 ,,4400 .8152.,6

.42 .83..5"74

-.t400 .36410 .1I2200 .I 1914.6 -.12200 -I 19404 .122,.00

.1 1950.240 .4XK 4774 .482 .,4776.6

.44000 ,.477774T SI00 .199.20 .119lt_.450

-1199.2 .1194882

-1 l (XiO .I I 572.CalroR Vrmvt 3.21REDACTED VERSION bbJL-UUU-Ul;J-ULUL-UUU1 b-UUU t-'age 0? 1 114I, l::K I WII'LA I P. UI" LALIIW(A I IUN UI4DOT'J11 163319ACCREO1TED CALIBRATION LABORATORY Z0301-0 go3f4pae*4 R g*kaE4 U316% Rau.1 2 nire~m~.0ofcet RanigeowerLiraCafor laiue 93O709D 90?D kuCel I.2 O llo.I .No00 l100 191M2 C 1,.Z4 2f/l: 20 Verw= 3I1REDACTED 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 103330WIe.AP ACCR£ DITh O CALIBRATION LABORATORY NO. 2030¶-0ve,REDACTED VERSION

b-UUU l-'age U1 1 0T11 I14CERTIFICATE OF CALIBRATION BSUED BY. CALISRATlN LAORATORY aATI -: NJNMR 105072111132239 I NSrRON"1fpe ef Cailbratlon:

ReIvant Standard:

Date ofCailbration:

Inltron825 ,w~d Fax: ) 575-5750R~rceASTM E4-1O5S.Jul-11 APPROVED 311JohRge I of 4 G:NATORYn WeissCustaner Requeteild Due Date: 26.JuI-12

'."me: LUMVERSITY OF ICA\SASA10e. 13 E.WE AVER P J IM WEAVERS.yim ID:R*,ie Tvie.BALDWIN TATE E 1ERY648565S nle ID.Type:BALDWIN TATE E.¶ERY648656000 hi"1. Dm1 ~ PASSEDThace~f~s~u~:,e f nfiedw~ma~

e~ md~a~s1 d xi~ed&~-e WITI{IN~

I Iean~ 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 onhu~on Ca~oCR Ve~sv, 321~ ~ .odma o~-~ * -~. -,ma.~sb ~ w.~d * --* ~ ~ -. a.* ~, ~~wo ce -~ ~ ,,..~ -)= ..iREDACTED VERSION

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

.4 ~10725t1 132221I~§e 2 of 4 page.hdkmlear I. -94* lndkicat (hf);TM E A.STME AS;TM EAFj1! TeIe Foxe Ratl Mi Ree Zer Rw~l ,:io, Lowr," Lnimi*Error%1 Error Retm t bf) (b11O0 o.597.ID.o 603104J C 0.,49 04,,4 palg 2.5 5003Teerez-e a~e d of ,,-rifiran,nm:

4250 0F,cU'PREASION I R'.r.1 ] r,.2 3, A.STME4 Rekive Error E,'ror Error keet Ero iy* tMl rm~ ernI 0.49 0.42 0.5 5 0.37 2.A1 ,i39 02 -0.310 0.]4 .0.I3 0.44 124 14,454 0.01 -0.21 .0.16 0.22 063% 15.13410 0.0,2 0, 10 0.04 0.04 0.29 17211l20 ,,0.35 .0.20 -0.34 0.15 022., 26146i40 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.ar20103 .0.02 ,.0.l ,.0.31 0. 1 O. I 91.613 of0 Ra.'I~e cide1 ,l1O0lII Ii)0fte-.zr 0 0 0I -600 .597.1 .6 .597.5 .600 .596,72 .1200 ..12,03 .11913.5 .1200 .1201554 .2400 ,./,2039 5 .20 .2420,195

.240O .20.950.42030 .1204.5 -.4203" 4 2047 42055A40 .24X#2 .23945 .24003l .2.39461

.2,4030 .-4Xi4..2.P I41,69.4

,,42000 4.,1944.4 4200 -.42073 .41O0 .69)9O .6Wl040 .60303 .65003 lrro "qe~rii.,

3,21REDACTED VERSION bbUJ-UUU-UdJ;:-ULSi--UUUllb-UUU l-'age U1J: 01" 1114CERTIFILATE-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.mmI #% Atune0 6

,0 -,050%"

.04.06R~fcP~t of Rangehrfa#e 9440 67002 brce mdiamr I,:f-ce 0 29.\ox,.

12Pli 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, 50001I0 194862. C I.+0A+4, 2,00.3, 200~oCnaCR %+ .I1,!REDACTED VERSION

I-'age 1914 Ot 1 114LD~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 WernF~ Semre E~gmeeNOTE: 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 rrnxt ~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~tI~oriCalpr~R ers~ 321REDACTED VERSION bbU-UUU-uJ-uisi-UUUitJ-UUU

-'age 111 m 0? 1114CERTIFICATE 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:

Imatrorn825 Noewoa, IAA 02082-2843 Teeroi: {800) 473-7838Fax: (78 ) 575-,5750 ForceASTM E4-IO26-Ju1-11 L~t code ZO030 l =Pmage of 4 mgeaAPPROVED SI GNATOR YJustin qy9e FrFry i: 11 Customer Requete Due Date: 2&-Jul-1 2Name: UNIV~ERSITY OF KANSASAddreu: 1U32 Learned IkIL I5i St.Lawrence, KS 66045 KU .EDUPQO.Ccebatr,

,No.: 5Q00003664 Ccmnct= JIM WEAVERSerial Number.ID:rm, type:FORN EY ,'SATE_.FORN EY: sATEC.690uI Trznlre ID;Type:FORNEY S ATEC69084I. 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 17025upecificaiot..

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~tvoutiewd 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 21REDACTED VERSION

I-age t 0 1114CERTIFICATE OF CALIBRATION N'WLAP AOCcRED rTED CALlSBRATION I.ABORATORY No. 200301 -0CERTIFICATE N4UISE R:10607"31 11422288Pag 2 of 4 geTemperatune at em-1 af c-xit o: 90. 10 =F.hIudkutir L. -tuI Readout (lbfiRatige ASTM E4 ASTM E4 ASTM E~dFull Scale Tes~edFuarce Ratie M.ax '.ba Repeat Zero Rwhtatiun Lower LimitQbt(l~) Mode Enrrlr%)

Error %) Return (Ibt (IbI)100 -5"790.6 to ,,50{31t2 C -.0.98 0.28 P~u I 200Temeaue at end ofwerifraionz g_0.80F.CO.MtPRES I ONI 2 Run 3 ASTM E4 Relatwe lncem'intyof ErrError Errcw Repeat ErroYr LU cemli ntv Measureire tit100% Range (FulliScalet

-600Q312 Ib1)1 ,.0.9 ,,.'.7 .0.73 0.28 0.23 13.8312 0.58 073 0.63 0.15 0.17 20,4544, 0.95 0.93 0.96 0.02 0. 15 35.6527 0.65 0.64 0.67? 0.01 0. 13 53.13010 031 0230 0.30 0.01 0. 13 7655120 .0.24 ,,0.25 -023 0.01 0. 13 153.92440 .0.l I .0,12 .0.1 2 0.01 0.13 30756270 0.23 -0.23 -023 0.0 0. 13 53,4.640100 ,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~pplied100% Raagt (FulliScalet

-60{3132 Ibf)O Return .3 .91 47?.6000 -6O5g.J,

.5 750 .57906 .,6000 .6,A4 A2 -l1900 -ll831A .1-ll00 -Il8I3."

.11900 .1I 825.44- .23990 -23763.6

-239*90 -23 767. .24-000 ,.23";772

?.4200 .417,30 .4,2000 .417.34 .4¢2000 ..4172210 .-)000 -S59812 *.5990 -598 12 .59990 -5980820 -.120000 -12026 -1 119930 .12019 .1-I20000

-120276i40 .24000 -240272 -240000 -24028R4

.24(}000

.2402 9270 420000 .4i20974

-420000 .8.20980

-420000 -.,2097410 .596000 .599934,

.596l200

.,600312

.5964,00

.,600496 Veraton 3.1REDACTED VERSION

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

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

CERTIFICATE OF CALIBRATIONCRllAhNJB:1 142228BNILAP REDtIT EDCALIBRATIlON LABORATORY No. 2C3-0pae31 ge100%Y, Rmup12. Cmupmia"0 RAn 2* 0. --" 0 *"ASTM E4 Erra Toeart.12Pe'r RawgStraituetse 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. 11It~rfac.e 67002 dizattwo Ini-fae NA 29-Nov.10 29.Nov.12 Range Loner Ur.it firFuU Scale Sa=ndhrd (%) SeIj Number Mode Percen~a) ofRPi. A, A l 1 Tbr100 C

100 3t3000 :'20500100 93)27090 C l,0,4 5000 5,.000Iu~nstCalw'oCR Version 3231REDACTED VERSION bbi-UUU-UbJL-UW-L-UUUIt5-UUU I-age t:i1l 01" 1 114Amimmlm A mm A I m Rii m II A mCERTIFICATE OF CALIBRATION CiRT.,CA~h~UVBE1 142221S8NWLAP ACCREDrTED CALIBRATION LABORATORY No. 20030-C -o4 aeVerifiedbv:

idin Wei~sField 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 ffcthe 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 sincethe last verificaion.

Intu~n Vetex~n 3 lREDACTED VERSION bU-UUU-id{SULt-I::-UUU1b-UUU W'age or 1114CERTIFICATE OF CALIBRATION SIJSED BY: IN-STRO N CALlI RATION LABORATORY QATE e 27d.lu.1 I W:t ATE NJ3: 14360f'7110a80)17 INSTRON'kwtron25 Uey Avemue~M 02U.2-243 The~eone

{800) 473-7831Fax: (7 81 575-5750}

B'rSd aer APPROVE D SICJohI~ u5 page.GNATORYn Weiss1lrpe ed Calibration:

RorcaRIevant Standard:

MTIM E4-10Dtof CaSibation:

27-JuI.11 CuStomer Requested Due Oat.: 27.Jul-12

"&kne: LNIrv.,SITY OF 3ANSALewre.-e, KS 6604 5WE AVER No .:

Camc-t IIMVWEAVE RPae Type: b ID; 76125: 4000K0 bEID. Dih la~r- PASSEDThm,=

hwt r foce,-i, wt,. mac rm: aie) ='u: ar WITHIN 1% acczacy, 1Ail 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~creREDACTED VERSION

P'age 0T11114CTRTTCATh 1072]7 1flS017RRge 2GtpO.sIndk t.r -. Didl lndfr~tor (hib)E4 ALSTM E4 AST14E4F-jI Sci¢ Tes¢Id Foro Rane .'_ Z,.ro ReoiJao Lowe L~imi100 -110030 :o C .0.0 0T3 6 P~i 500 lC0200075 ,,344 J'o .3&1I g C .0.12 020 Pass 375 75$'00UDM PRE4SIONError Error Erro Reut Ero U,.er.* rrem'emUIB Rauhel(Ful Scale! -4U4. 3,1)20 .0.04 .0.40 -0.32 036 0.44 353.69425 0.00 ..0.4 02 5 03!4 0.47 465.15440 .0,04 .0.35 .0,45 Or 0.31 503,67 50 0.04 ,,0.04 ,0.2.2 0.16 02?5 610 ,,0.3.4 .0.2" 0.05 0.0 029 916.449100 .,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 .3403.3 -.001 .,0.0 .024 .040 0.33 29.2444 .002 -0.32 .0i30 030 3_0 3.6.55160 .0.14 .0.15 .0.70 0.03 IAI 97,.15260 01 0.04 .,.41 0.03 026 100 0.2 ,.036 0.16 0.04 02.1 62.914O3M PRESSIONh dialed A~illd I tmacad A~,Ied i In hidia~ AllI ie100% Ran F(u~cle .4WM44hIfl 20 .433 ..40030 .40.i00 .632 .-2300 .4325625 .1C00000

.100r2 -.1003.46 .1~)300 .997,5440 .16)0000

.160132.I&K

.160556 .1600030

-16073060 .2.4030 .340 -241)0 .240192 .24054040 .321)300

..II10i6I ,.320W0 .32045L6

,,.2(D30

.319420100 ..4)C0D .LXOl .395030 .395064 .,396000

.39606Iruror, Vernarn 32.1REDACTED VERSION

-'age O! 1114U472711MSO17 D'4MpREssmON

% of Rt~ue IIbul IhalA~.edI Aiphed I I~dcaiedbf~I I(bId73.% (FulI S *tl -iISf)0 Ret.ra 0 I0 020 .600!0 .600,41g

.b0 .6006.6 .6000 -6003,630 .00 .9001.2 .9000 -90011 .9000 240 .l2()) -.120212 .12003 .11039 .I2000 .1103610 .2]4003 .239043A

.2 40O0 .2391912"

.24000 .Ig2"0996 100 .30040 .299926a ..3001 .30000 -29952.6.I 2 aur a Ve~o , 321REDACTED VERSION

r'age B22 Ot 1 1141DIO7271105017 Page4Gf 5 Pig.7A% RPage17,04,0j g* ~&e~* Rut~2-lflO%'-.1 flOVASTV 54 E~c~ T.~eranoe

[ ~t~t G~*~QeCah~ax1Mie.'!Mdel rn~e~ Ajelcy Ca~uci'.y Cal l~ Cal D~eE~c 4455b3 956905 ~ im~ca~ S~p~e NA I l~Sep-)?

I l.Se,.l Ib~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 709O 9107090 laidcell lzi l20030l~i ll.Nov.l0 ll.Nav.ll Lent farF.dlScali Su~.~d ~ CliiiSe~ui N~zmbe~ Made l~cari~ilafRi~je A~ Al 'Vl)110 3010102 C 110 20)1020510

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

iWage of 1114UI: I IPILAJI I UI" ILALIbKA IIUN 146727110S5117ACCREDITED CALI8RATION LABO RATORY 203O0 1,,0 05paeField 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 isInwo CakmroCR Vemo 12.1REDACTED VERSION

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

1O72611161214 ImINSTRON'I1re ot Callbratlon:

RaIevant Standard:

Date of Calbratio n:butrion825 Urieverly Avenue, MA02082.2643 Fax: (781 575-5750ForceMIT M E4,.10,2-Jul.11 APPROVED SICJoh1.O;NATORYn WeissCustomer Requested Due Date: 26,Ju1-12

,xine. UNIVERS ITY OF KJLANSAAddfres.:

l032 Learcd alI5~l StIMWE F)RN+EyID:

14~ifecrer:

FORNEYT~ri,~xer ID: 42114Cau~rv: 4~PXk~ bf~ ~en~res~em I. D~il hIc'a'r-PASSEDAll 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 321REDACTED VERSION bb1J-UUU-UdJL-USLU-UUU1b-UUU I-'age 0? 1114!,u7a811 t612144of aTem~ai~ae at inn of f~atx3tt<

933 'Fhdkst~r I.. -4. Indlueatr (lii)FRa11 ce Ted fa.jASTM 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* ofIU% Raag(FuI tle .; 3 7f?Th Iii5 .,03 0" 0.50 0.,0 0.77 17296320 04l3 06S .0 1' 0..5 0I.55 431 ,6335 0.26 04,0 0.,7 0.34 023 950 .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 oa100% Rangl FulScle 5 37?- 2 h Ib)5.,2.3)r

.225,46 .225'.'3)...

.2,.t4,4

.2:2.50 .221175 .3(33 .30 .30(1000

.300374 .313o000

.29,122100 .37.!".3O

.377'(12

.37,.333

.37695 .35%000 .37630REDACTED VERSION bbdL-UUU-LUl5J-Ub__-UUUI b-UJUU t-'age UZb 0? 1114UID2tW1 011214WVLAP ACCREDfTED CAL8RAT1ON LAUDRATORY 20301-03 f409101% 4 ange05 "0" Run2"ASTM 50 Tdtna0f RangeSkk='el e! Cm, Aei iiaCi ljkmface 9,10 61002 h~me m di~a'# NA 10 29Nav. 121Cle b0402 30bil402 bud cell 30.Se,. 11]Loe Ui3010r2 C d 2X3100REDACTED VERSION YbJ-UUU-LS;.:i-1..1-U-UUUIIb-UUU i-'age I=17'/ OT 1114L,;IW: I IrI'IL I P UI"-

I IU""TA"I 1Il77lt 1161214I ACCREDlTED CALIBRATION LABORATORY vo. 20030!,0~OT C~ 0 o ATME4sx~

I ~n~e~e :at~ ~eveifeda~aK frqw4~ ifg Versit 3.21REDACTED VERSION

r-'age t/ 01" O 1114Appendix B: Reinforcing Steel DrawingsREDACTED VERSION 3cD.187 112NVH~III~kJ-She& stEn~7WJ164 l/2"-I-Ilmf~-i,.; ; * * * * * = *. .... ________________

-- It-HIIIIIIIIIIIIII IIIIIIIIii1111111

,.--.-NO 5smupa(5m kr- : r ..rNLLITHWhh I'll'IIII'llI3"6 "Iw1i132"i84*iIFigure B. 1 -Reinforcing steel drawing for beams with 79 in. splice length -monolithic REDACTED VERSION 3OO"187 1/2"79"[-1---12"Shear stirrupfIt-

41 IL -_ll-_,.I