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Northlake 635(5)-LR000428CONCRETE COMPRI IVE STRENGTH Date of Service: 04/19/2000 Client No.: 85229000 Report No.: 0010431 Project No.: 94991457 Client: Transwestem Property Company Atto: James Craspard 12221 Merit Drive, g450 Dallas TX 75251 Project: Coppell Commerce Center 1234 Lakeshore (Bldg. B) Coppell, Texas Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast compressive strength samples. SLUMP: AIR: TEST METHOD: CO~TRACrom Butler Construction CONCRETE SUPPLIER: Pioneer l, LXl~: 22 SI~.CWICATION REO~ ~Ta: 4000 psi @ 28 Days 5.0" Max N/A ASTM C-143 ASTM C-172 ASTM C-39 SAMPL~ LOCATION: Panel g220 PROJECT DATA M~X u~.: 9349 PLACEMENT DATE: 04/19/2000 B~.TCH TtME: 3:50am TIME S~:. 4:30am BY: Cn~ Dimock w~A~co~)mom: Partly cloudy TEMPERAte-Am 71 r COA~CRFrE: 82 TRUCKho: 756 'flCnCETho: 530937 Am coh'rEtcr (~): N/A UmT WE~OHT (pc0: N/A Panels 201-204, 215-222, 300, 303-309, 310, 311,296-2~9, 325 REPORT OF TF_~TS ACCUMULATIVE YARDS: 10 CYLINDER MEASURED MAXIMUM COMPRESSIVE MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE SET ho. 0riches) 'rF.~I~D (days) 0b~ force) Cud) TYPE I I 4.75 04/26/2000 7 96300 3410 I 2 4.75 04/26/2000 7 98940 3500 Average 3460 I 3 4.75 0511712000 28 1 4 4.75 05/17/2000 28 0ILL 3'nis report is exclusively for the us~ of thc client indicated above and shall not be reproduced ezcq~ in full without the written approval of HBC Hnsi~ lac. Page logs CONCRETE COMPRE IVE STRENGTH ~901 C~'penter l~'~y., Sait~ #1~0 Date of Service: 04/19/2000 Report No.: 0010431 Client No.: 85229000 Project No.: 94991457 Client: Services: Report Date 04/28/2000 Transwestem Property Company Arm: James Craspard 12221 Merit Drive, #450 Dallas TX 75251 Project: Coppell Commerce Center 1234 Lakeshore (Bldg. B) Coppell, Texas Obtain samples of fresh concrete at the placement locations, perform required field test and cast compressive strength samples. cotontacrom Butler Construction CONCRETE SUI~UER: Pioneer ~NT: 22 SPEcnqcATION REQ~ STgg~: 4000 psi @ 28 Days s~ta~: 5.0" Max Am: N/A X~ST ~'raoD: ASTM C- 143 ASTM C-172 ASTM C-39 SAMPLg LOCATION: Panel ~214 PROJECT DATA ~LU.: 9349 PLAC~ DATE: 0411912000 aATCll T~n~: 4:58am TndESAM~.~m: 5:42am BY: Greg Dimock · rauc~No: 1883 Am CONTENT (~): N/A Partly cloudy 70 F CONC~:rg: 82 T~cgFr NO: 530947 ~ wEmlrr (pm: N/A Sampled from uuck. REPORT OF TESTS ACCUMUI,kTlVE YARD~: 10 CYLINDgg MABI~ SET NO. ~ DATE AGE LOAD STREIqGTH FRACTURE (Inches) TESTED (d~s) 0b. tm-ce) (psi) TYPE 2 1 4.50 04126/2000 7 110740 3920 2 2 4.50 04/26/2000 7 113080 4000 Average 3960 2 3 4.50 05/17/2000 28 2 4 4.50 05/17/2000 28 0ILL This rcport is exclusively for the use of the client indicated above and shall not be mp~ except in full without the wr~ alSWOval of HBC lbl~imeed~, Inc. Page 2ot5 CONCRETE COMPRI IVE STRENGTH TES Date of Service: 04119/2000 Report No.: Client No.: 85229000 Project No.: 0010431 94991457 Client: Transwcstern Property Company Project: Atto: James Gaspard 12221 Merit Drive, #450 Dallas TX 75251 Coppell Commerce Center 1234 Lakeshore (Bldg. B) Coppell, Texas Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast compressive strength samples. co~rr~.~c'rom Buffer Construction CONCRg~St~q'L~R: Pioneer · Iq~NT: 22 SPF, CIFICATION REQUmEMENTS ~: 4000 psi @ 28 Days 5.0" Max N/A ASTM C- 143 ASTM C-172 ASTM C-39 SAMPLE LOCATION: Panel 8206 PROJECT DATA M~X I.~.: 9349 PLACEMENT DATE: 0411912000 BATCH Tlb~: 5:30am Tn~~: 6:40am BY: Greg Dimock W~COmgnONS: Partly cloudy TE~,g~.~.~ 68 v coN~ 79 v ~uc~t~o: 32 TIcxs.-r t~o: 530956 ~ co~xm~rr ¢~): N/A u~rr W~lagr Cud): N/A PLACgMI2qT LOCATION: S~mpled from UucL REPORT OF TESTS ACCUMULATIVE YARD~: 10 M~.4~JRED MAXiIVlUM COMPI~SSlVE ~LUMP DATE AGE LOAD FrRENGTH FRACTURE (inches) TESTgD (da~s) 0h~ force) (psi) ~ 3 1 6.25 04/26/2000 7 99900 3530 3 2 6.25 04/26/2000 7 100350 3550 Average 3540 3 3 6.25 05/1712000 2g 3 4 6.25 05117/2000 28 0ILL *l'nis report is exclusively for thc use of thc client indi~* _*~_ above and droll not be wpmduced exoept in full wi~out ~he written approval ofHBC Enabeerbt~, Inc. Pa~e3 of 5 CONCRETE COMPRE IVE STRENGTH TES Date of Service: 04/19/2000 Report No.: 0010431 Client No.: 85229000 Project No.: 94991457 Client: Services: Report Date 04/28/2000 Transwestem Property Company Atto: James Craspard 12221 Merit Drive, ~g450 Dallas TX 75251 Project: Coppell Commerce Center 1234 Lakeshore (Bldg. B) Coppell, Texas Obtain samples of fresh concrete at the placement locations, perform required field test and cast compressive strength samples. AIR: ~ MEYltOD: co~rrancrom Butler Construction coNca~'rg stnn, L~: Pioneer ~n~vr: 22 STgm~TR: 4000 psi @ 28 Days 5.0" Max N/A ASTM C- 143 ASTM C-172 ASTM C-39 SAMYLE LOCATION: Panel #309 PROJECT DATA MtnU~.: 9349 PLA~ DATE: 04/19/2000 ~,TC~ TIM~ 7:15am ~ S/~MPI. gD: 8:15am BY: G-reg Dimock WEATHER CoHDmONS: TEMPERATURE (It). Am TRUCK NO: 842 Am CONTENT (~): N/A !~.~~ LOCATION: Cloudy 70 r CONC~r~: 82 TIom'r NO: 530967 t~aX w~oa'r ~: N/A REPORT OF TESTS ACCUMU~TI~ YAPS: 10 MEASURED MAXIMUM CO~IVE SLUMP DATE AGE LOAD $TRgNGTH FRACTURE (ind~) TESTED (a.y~) (lbs. forg~) ~ ~~ 4 1 5.50 04/26/2000 7 119500 4230 4 2 5.50 04126/2000 7 117320 4150 Average 4190 4 3 5.50 05/17/2000 28 4 4 5.50 05117/2000 28 OlLL This ~ is exclusively for ~c use of the client indicated above nmi shah not be reproduced except in fall wilhom Ihe.wfimm N~pmvM of HBC ~ Inc. Pa~e 4 ors CONCRETE COMPRI IVE STRENGTH TES Date of service: 04/19/2000 Client No.: 85229000 Report No.: 0010431 Project No.: 94991457 lh~ T~,as 7~7 Report Date 04/28/2~ Client: Transwestem Property Company Project: Atto: James Gaspard 12221 Merit Drive, g450 Dallas TX 75251 Coppell Commerce Center 1234 Lakeshore (Bldg. B) CoppelL Texas Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast compressive strength samples. SLUMI~: AIR: TEST METIIOD: CONTaaCTOlt: Butler Construction CONCRETE SUPPLIER: Pioneer ~n.,A~rr: 22 SPECIFICATION RF, Q~ s-rm~Ta: 4000 psi @ 28 Days 5.0" Max N/A ASTM C- 143 ASTM C-172 ASTM C-39 SAMPLE LOCATION: Panel #30 PROJECT DATA UlXl. O.: 9349 IqACEMI2~ DATE: 04/19/2000 SA~~: 9:10am Tn~SA~O~.~m: 10:00am aY: G-regDinmck WEkTI~R CONDITIONS: TEMI'I~ATUI~ (1~. Am TRUCK NO: 1 nm com'~rr (~): N/A PLACEMENT LOCATION: Partly cloudy 72 F coNc~"r~ 81 ~c~'rm~: 530989 u~rr w~(;~rr C~: N/A REPORT OF TESTS ACCUMULATIVE YARDS: 10 CYLINDi~ M~ASURED 5 I 5.25 5 2 5.25 5 3 5.25 5 4 5.25 Tedmid~: Oreg Dimock (1) Tr~w~era P~ty Company (!) O~r~ & A~x~ (1) Toclmi~__~m~, lac. (1) Bufl~ Co~um~io~ DATE TESTED 05/17/2000 05/17/2000 Starml: 3:00am (1) City of Coppell (1) City of Co,ocli MAXIMUM COMPRE~IVE AGE LOAD STRENG~ (days) (!~ fsreO 7 106500 3770 7 105160 3720 Average 28 28 Fiai~d: 1 h30am Paul D. Smith, P.E. 0ILL This rep~ is exclusively fo~ Ihe use of lhe client indicated above and shall m bo n~a'c~---"'~-- ~ ~ ~ ~ ~ ~ ~ d ~ ~ ~'