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Verizon-LR 990222COMPREb$IVE STRENGTH TES' t I I Date of Service: 01/21/1999 Report No.: Client No.: 08644025 Project No.: Client: The Beck Group Project: Attn: Gillett Berger 1700 Pacific Ave., Suite 3800 Dallas TX 752014619 8901 Carpenter Frwy., Suite #100 Dallas, Texa~ 75247 9902785 Report Date 02/22/1999 43-2333-98 GTE Shared Services Coppell Road & Corporate Drive Coppell, Texas Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast compressive strength samples. CONTRA~OR: BECK CONCRETE SUPPLIER: TXI PLANT: 41 SPECIFICATION REQUIREMENTS STrata'm: 4000 psi @ 28 Days SLUMP: 6.0" Max AIR: N/A TEST METHOD: ASTM C- 143 ASTM C- 172 ASTM C-39 SAMPLE LOCATION: See placement location CYLINDER MARKED SET NO. MEASURED SLUblP (inche~) I I 4.00 1 2 4.00 I 3 4.00 I 4 4.00 DATE TESTED 01/28/1999 01/28/1999 02/1811999 02/18/1999 PROJECT DATA CONCRETE CLASS: 9508 PLACEMENT DATE: 01/21/1999 BATCH TIME: l:33pm TIME SniVeLED: 2:15pm BY: Mike Whyman WEATHER CONDrrlONS: TEMPERATURE Or) - AIR TRUCK NO: 530 AIR CONTENT (%): N/A PLACEMENT LOCA FION: Mostly clear 76 F CONCRWrE: 79 F TICKET NO: 1221746 UNIT WEIGHT (pc0:. N/A Footing for retaining wall at patio REPORT OF TESTS ACCUMULATIVE YARDS: MAXmVM COMPRESSIVE AGE LOAD STRENGTH (days) (lbs. force) (psi) 7 129430 4580 7 119580 4230 Average 4410 28 175830 6220 28 184320 6520 Average 6370 10 FRACTURE TYPE Technician: Mike Whyman Report Distribution: (I) The Beck Group (1) Gromatzky Duprce & Assoc. (I) Brockette Davis Drake. Inc. (I) The Beck Group Started: l:00pm (I) The Beck Group (I) Dalcan, Inc. Finished: 2:30pm ~'u g~e Harbour Vice President This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc. 0iLL Page 1 of 1 CONCRETE COMPRE SIVE STRENGTH TES'r Date of Service: Client No.: 01/22/1999 08644O25 F I '1 ' 'It [ I l Ir If · ~ Report No.: 9902917 Project No.: 43-2333-98 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Report Date 02/22/1999 Client: The Beck Oroup Project: Atto: Oillett Berger 1700 Pacific Ave., Suite 3800 Dallas TX 75201-4619 OTE Shared Services Coppell Road & Corporate Drive Coppell, Texas Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast compressive strength samples. cot~rRAcroa: BECK CONCRETE SUPPLIER: TXI PLAt~r: 41 S~'v-cnnCATION m~QUlg~v~vrs ~a~: 4~ psi ~ 28 Days sc~: 3-5" Am: N/A T~ M~O~: AS~ C- 143 ASTM C-172 AS~ C-39 SAMPLE LOCATION: below CYLINDER MEASURED MARKED SLUMP SET NO. (inches) 1 I 5.25 1 2 5.25 I 3 5.25 I 4 5.25 1 5 5.25 Sample location: South Technician: Marlo Villanueva Report Distribution: (1) The Beck Group (1) Gromatzky Dupree & Assoc. (I) Brockette Davis Drake, Inc. (1) Tbe Beck Group DATE TESTED 01/2911999 01/29/1999 02/1911999 02/1911999 PROJECT DATA CONCRm~ ct,ass: 9508 PLACEMl~qT DATE: 01/22/1999 BATCH T~m: 2:16pm TIlVmSAM~L~.D: 2:55pm BY: Marlo Villanueva WKATtt~R CONDITIONS: TEMPERATURE (F) - AIR TRUCK NO: 64 l Am co~avr (~): N/A PLACEMENT LOCATION: Cloudy 51 F CONC~-'rE: 68 F TICKETNO: 1223197 UN~WEiSlrr(~ N/A Loading dock retaining wall & footing REPORT OF TESTS ACCUMULATIVE YARDS: MAXIMUM COMPRESSIVE AGE LOAD STRENGTH (days) (lbs. force) (psi) 7 131170 4640 7 142180 5030 Average 4840 28 204900 7250 28 211740 7490 Average 7370 03/19/1999 end of 56 10 FRACTURE TYPE retaining wall, Started: 2:30pm (I) The Beck Group (I) Dalcan, Inc. 15' east of footing Finish~l: 4:30pm ~ E~ Eugene Harbour Vice President This repo~ is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc. 0ILL Page I of 1 CONCRETE COMPRE ,SIVE STRENGTH TES'! Date of Service: 01/22/1999 Report No.: Client No.: 08644025 Project No.: Client: The Beck Group Project: Attn: Gillett Berger 1700 Pacific Ave., Suite 3800 Dallas TX 75201-4619 8901 Carpenter Frwy., Suite #100 Dallas, Texas 7~247 9902865 Report Date 02/22/1999 43-2333-98 GTE Shared Services Coppell Road & Corporate Drive Coppell, Texas Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast compressive strength samples. PROJECT DATA COSTRAcroa: · BECK CONCRm'~ CLASS: 8208 CONCRETE SUPPLIER: TXI PLACEMENTOATE: 01/22/1999 BATCHTIME: 3:17am l'LA~rr: 41 TIME SAMPLED: 3:41am By: Darrin Phillips SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Early morning, clear sxRE~a'm: 5000 psi @ 28 Days ~-~n,g~-vm~ (F}- AIR 64 F CONCRETE: 70 SLtn~O': 6.0" Max ~ucK NO: 471 wlcr,~'r NO: 1222033 AIR: 3-6% AIR cot~rr~t~rr (%): N/A UNIT WEIGIIT (pcf).~ N/A ~ ~-rHOO: ASTM C- 143 ~,LnC~M~t~r LOCATION: Elevated slab 5th floo~, from A to DI ! to 6 Line ASTM C-172 ASTM C-39 SAMPLE LOCATION: A J1.5 REPORT OF TESTS ACCU UL V YARDS: 40 CYLINDER MEASURED MAXIMUM COMPRESSIVE MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE 1 I 5.75 01/2311999 I 75680 2680 I 2 5.75 01/25/1999 3 100260 3550 I 3 5.75 01/29/1999 7 153420 5430 I 4 5.75 01/29/1999 7 152840 5410 Average 5420 I 5 5.75 02/19/! 999 28 216240 7650 I 6 5.75 02/19/1999 28 225310 7970 Average 7810 0ILL This repo~ is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc. Page I of 10 l~epor~ No.: 9902865 CYLIND~ MEASURED MAXIMUM COMPRESSIVE MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE SET NO. (incl.) TESTED (days) Obs. force) (psi) TYPE I 7 5.75 03/19/1999 56 This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc. 0ILL Page 2 of 10 · CONCRETE COMPREbSIVE STRENGTH TESrt 8901 Carpenter Frwy., Suite #I00 ~ Texas 75247 I [ II IilllIllll Date of Service: 01/22/1999 Report No.: 9902865 Report Date 02/22/1999 Client No.: 08644025 Project No.: 43-2333-98 Client: The Beck Group Attn: Gillett Berger 1700 Pacific Ave., Suite 3800 Dallas TX 75201-4619 Project: GTE Shared Services Coppell Road & Corporate Drive Coppell, Texas Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast compressive strength, samples. COm~,C~OR: BECK CONCRETE SUPPLIER: TXI PLA~: 41 SPECIFICATION REQUIREMENTS STg~a'm: 5000 psi @ 28 Days SLUMP: 6.0" Max Am: 3-6% ~ MrntOO: ASTM C- 143 ASTM C- 172 ASTM C-39 SAMPLE LOCATION: B/3 CYLINDER MARKED SET NO. PROJECT DATA CONCRETE CLASS: 8208 PLACEMENT DATE: 01122/1999 BATCH T~E: 4:32am TIME SAMPLED: 5:00am BY: Dan'in Phillips WEATHER CONDITIONS: TEMPERATURE (F}. AIR 'r~UCK~O: 711 Am cobr~Avr (~): N/A PLACEMENT LOCATION: See page 1 Early morning, clear 63 F CONCRETe: 72 F TICKm'NO: 1222100 U~T WEIG~rr (p~0.~ N/A REPORT OF TESTS ACCC~rOLA~VE YARDS: 140 ~.ASUR~D MAXmr0M COMPREssr~ SLUMP DATE AGE LOAD STRENGTH FRACTURE (inches) TESTED (days) (lbs. force) (psi) TYPE 2 1 6.00 01/2311999 I 100100 3540 2 2 6.00 01/2511999 3 112360 3970 2 3 6.00 01/29/1999 7 155370 5490 2 4 6.00 01/29/1999 7 151670 5360 Average 5430 2 5 6.00 02/1911999 28 219510 7760 2 6 6.00 02/19/1999 28 221350 7830 Average 7800 This report is exclusively for the use of thc client indicated above and shall not be reproduced excepl in full without the written approval of HBC Engineering, Inc. 01LL Page 3 of 10 ~po.~ No.: 9902865 CYI,lblDER MEASURED MAXIMUM COMPRESSIVE MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE 2 7 6.00 03/19/1999 56 OILL This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc. Page 4 of 10 CONCRETE COMPREb$IVE STRENGTH TES'I Date of Service: 01/22/1999 Client No.: 08644025 8901 Carpenter Frwy., Suite #100 Dallm, Texas 75247 Report No.: 9902865 Report Date 02/22/1999 Project No.: 434333-98 Client: The Beck Oroup Project: ARm Gillett Berger 1700 Pacific Ave., Suite 3800 Dallas TX 75201-4619 GTE Shared Services Coppell Road & Corporate Drive Coppell, Texas Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast compressive strength samples. PROJECT DATA co~raAc'rom BECK coNcRETE CLASS: 8208 CONCRETE SUPPLIER: TXI PLAC~FaVr DATE: 01/22/1999 BATCH X~: 5:42am pLAto': 41 Tn~ SAMPLED: 6:32am sv: Da~n Phillips SPECI~CATION ~QUI~M~ ~T~R commons: Clear, c~l s~a~: 5~ psi ~ 28 Days ~~~ ~. AIR 59 F CONCh: ~ F SL~: 6.0" Max TRUCK~O: 836 T~C~ ~O: 1222181 A~ 3~% Am CO~ (%): N/A U~ ~ (~ N/A T~ ~OO: ASTM C- 143 P~c~ ~AT~O~: ~ ~ge 1 ASTM C-172 ASTM C-39 SAMPLE LOCATION: B/5 REPORT OF TESTS ACCUMULATIVE YARDS: 240 CYL~OER M~,SUREo MAXmU~ COMPreSSiVE MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE 3 1 7.00 01/23/1999 I 98940 3500 3 2 7.00 01/25/1999 3 100290 3550 3 3 7.00 01/29/1999 7 128290 4540 3 4 7.00 01/29/1999 7 124110 4390 Average 4470 3 5 7.00 02/19/1999 28 185730 6570 3 6 7.00 02/19/1999 28 183180 6480 Average 6530 This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc. OILL Page S of 10 Report No.: 9902865 CYLINDER MEASURED MAXIMUM COMPRESSIVE MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE 3 7 7.00 03/19/1999 56 This report is exclusively for the use of thc client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering. Inc. OILL Page 6 of 10 CONCRETE COMPRESSIVE STRENGTH TEST Date of Service: 01/22/1999 Client No.: 08644025 Client: The Beck Group Attn: Oillett Berger 1700 Pacific Ave., Suite 3800 Dallas TX 75201-4619 Report No.: Project No.: Project: ENGII~, 1~. 8901 Carpeut~r Frwy., Suite #100 Dallas~ Texas 7~247 9902865 Report Date 02/22/1999 43-2333-98 GTE Shared Services Coppell Road & Corporate Drive Coppell, Texas Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast compressive strength samples. co~rRAcrOR: BECK CONCRETE SUPPLIER: TXI PLANT: 41 SPECnnC,,mON REQU,~.F_zl~v~s sx~aTit: 5000 psi @ 28 Days SLma': 6.0" Max Aim 3-6% TgST M~mOD: ASTM C- 143 ASTM C- 172 ASTM C-39 SAMPLE LOCATION: C/2 PROJECT DATA CONCY, gXE CLASS: 8208 PLACEMENT DATE: 01/22/1999 BATCH TIME: 6:30am TIME S.4dViPLED: 7:15am sv: Dan'in Phillips WEATHER CONDITIONS: TEMPERATURE (F) - AIR TRUCKNO: 716 Am coixq'~rr (~): N/A PLACEMENT LOCATION: See page I Clear, cool 59 F coNcagrE: 67 F TlCr~'r No: 1222281 UNIT WEIGHT (i~f); N/A REPORT OF TESTS CYLINDER MEASURED MAXIMUM MARKED SLUMP DATE ~ AGE LOAD SET NO. (inches) TESTED (days) (lbs. force) 4 I 6.25 01/23/1999 I 69460 ACCUMULATIVE YARDS: 340 COMPRESSIVE STRENGTH FRACTURE (psi) TYPE 2460 4 2 6.25 01/25/1999 3 78350 2770 4 3 6.25 01/29/1999 7 117890 4170 4 4 6.25 01/29/1999 7 120840 4270 Average 4220 4 5 6.25 02/19/1999 28 218370 7720 4 6 6.25 02/19/1999 28 234070 8280 Average 8000 0ILL This report is exclusively for thc use of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc. Page 7 of 10 Repor~ No.: 9~2865 · CYLINDER MEASURED ~ ' CO~~ ~ SL~ D~ AGE ~AD S~ NO. (~) ~D (~ys) (~ f~ce) (p~) ~PE 4 7 6.25 03/19/1999 56 This report is exclusively for the use of thc client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, lac. OILL Page 8 of 10 CONCRETE COMPRE IVE STRENGTH TES'7 8901 Carpenter Frwy. Suite #100 Dallas, Texas 75247 Date of Service: Client No.: 01/22/1999 08644025 Report No.: 9902865 Project No.: 43-2333-98 Report Date 02/22/1999 Client: The Beck Group Attn: Gillett Berger 1700 Pacific Ave., Suite 3800 Dallas TX 75201-4619 Project: GTE Shared Services Coppell Road & Corporate Drive Coppell, Texas Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast compressive strength samples. PROJECT DATA coterRacTom BECK . CONC~ Ct. SSS: 8208 CONCRE'r~ SU~'~'Lmm TXI P~C~ On~: 01/2~1999 BATCH T~: 7:36am P~: 41 T~SA~LED: 8:~ BY: Da~n Phillips SP~CA~ON ~QUI~~ ~a COme,ONS: Cloudy, c~l s~a~: 5~ psi ~ 28 Days ~~~(~.nm 56 v conch: 63 v SL~: 6.0" M~ XRVC~NO: 837 ~CK~ NO: 122~38 s~ 3~% nm co~ (~): N/A ~N~ ~O~ (~0: N/A t~ ~OO: ASTM C-143 P~c~ LOCATION: ~e p~a ! AS~ C-172 AS~ C-39 SAMPLE LOCATION: A/6 REPORT OF TESTS ncctr~,~LsTIvz YAROS: 440 CYLm'OEg M~SU~ MAXtm, M COM~'RESSlVZ MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE SET NO. (inches) TESTED (days) (lbs. force) (psO TYPE 5 1' 5.50 01/23/1999 1 95440 3370 5 2 5.50 01/25/1999 3 107130 3790 5 3 5.50 01/29/1999 7 126410 4470 5 4 5.50 01/29/1999 7 128730 4550 Average 4510 5 5 5.50 02/19/1999 28 185600 6560 5 6 5.50 02/19/1999 28 181490 6420 Average 6490 This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc. 011.L Page 9 of 10 Repo. rt No.: 9902865 CYLINDER MEASURED MARKED SLUM~ SET NO. (h~h~) 5 7 5.50 DATE TESTED 03/19/1999 AGE (days) 56 MAXIMUM LOAD Obs. force) ST~.~;T~ (p~) FRACTURE TYPE Teehnkian: Dan'in Phillips Report Distribution: (I) The Beck Group (1) Gromatzky Dupree & Assoc. (I) Brockette Davis Drake, Inc. (I) The Beck Group Started: 2:30am (1) The Beck Group (i) Dalcan, Inc. Finished: 10:30am I-~ Engineering, Inc. Eugene Harbour Vice President This report is exclusively for thc use of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc. 0ILL Page 10 of 10