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Verizon-LR 990330CONCRETE COMPREoSIVE STRENGTH TESi' 8901 Carpenter Frwy., Suite #I00 Dallas, Texas 75247 Date of Service: 01/28/1999 Report No.: 9903453 Report Date 03/30/1999 Client No.: 08644025 Project No.: 43-2333-98 Client: The Beck Group Project: GTE Shared Services Attn: Gillett Berger Coppeli Road & Corporate Drive 1700 Pacific Ave., Suite 3800 Dallas TX 75201-46 ! 9 Coppell, Texas Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast compressive strength samples. PROJECT DATA CONTRACTOR: BECK CONCRETE Ct.nS& 9508 CONCRETE SUPPLIER: TXI PLACEMENT DATE: 01/28/1999 BATCH TIME: 1:06pm Pr. ANT: 41 TIME SAMPLED: l:45pm BY: Mike Odom SPECIFICATION REQUIREMENTS WEATHER conorrlons: Cloudy STRENGTH: 4000 psi ~ 28 Days TEMPERATURE (l~. AIR 72 F CONCRETE: 75 F SLUMP: 6.0" Max TRUCKNO: 459 TICKETNO: 1227852 AIR: N/A AIR CONTENT (%): N/A UNIT WEIGHT (pc0.: N/A T~T MET. OO: ASTM C= 143 PLACEMENT LOCATION: ASTM C- 172 Building I, Level I, patio retaining walls west to south ASTM C-39 SAMPLE LOCATION: See below REPORT OF TESTS ACCUMULATIVE YARDS: 30 CYLINDER MEASURED MAXIMUM COMPRESSIVE MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE I I 5.75 02/04/1999 7 101770 3600 I 2 5.75 02/04/i 999 7 103610 3660 Average 3630 I 3 5.75 02/25/I 999 28 - 163290 5770 I 4 5.75 02/25/1999 28 169330 5990 Average 5880 I 5 5.75 03/25/1999 56 175640 6210 Sample location: West side wall, 20' south from north end. Technician: Mike Odom Started: 1:30pm Finished: 4:30pm ~ En~ineaml~g, In~. Report Distribution: (I) Thc Beck Group ( I ) Thc Beck Groop (I) Gromatzky Dupree & Assoc. (I) Dalcan. I,e. Eugene Harbour (I) Brockette Davis Drake. Inc. (I) I IBC Euginccri,g/Eugc,e Harbour Vice President (I) The Beck Group This report is exclusively for the usc of the client indicated .'tbovc and shall not be reproduced except in full without thc written approval of HBC Engineering, Inc. 0ILL Page ! of I 8901 Carpenter Envy., Suite #I00 Dallas, Texas 75247 Dnte of Service: 01/28/1999 Report No.: 9903452 Report Date 03/30/1999 Client No.: 08644025 Project No.: 43-2333-98 Client: The Beck Group Project: GTE Shared Services Attn: Gillett Berger Coppell Road & Corporate Drive 1700 Pacific Ave., Suite 3800 Dallas TX 75201-4619 Coppell, Texas Services: Obtain samples of'fresh concrete at the placement locations, perform required field test and cast compressive strength samples. PROJECT DATA CONTRACTOR: BECK CONCRETE CLASS: 8208 CONCRETE SUPPLIER: TX! PLACEMENT DATE: 01/28/1999 BATCH TIME: 6:47am PLANT: 41 TIME SAMPLED: 7:lSam BY: Mike Odom SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Cloudy STRENGTH: 5000 psi ~ 28 Days TEMPERATURE (F) - AIR 61 F CONCRETE: 72 F SLUMP: 6.0'* Max TRtJCK NO: 457 TICKET NO: 1227414 AIR: N/A AIR CO~rrENT (%): N/A UNIT WEIGitT (pct'): N/A TEST METIIOD: ASTM C- 143 PLACEMENT LOCATION: Building slab Level V ($B) 5.7-B, A-D & E-H ASTM C- 172 ASTM C-39 SAMPLE LOCATION: Beam along midway line REPORT OF TESTS ACCUMULATIVE YARDS:' 530 CYLINDER MEASURED MAXibIUM COMPRESSIVE MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE i I 5.75 01/31/1999 3 1071 I0 3790 I 2 5.75 02/04/! 999 7 130570 4620 1 3 5.75 02/04/1999 7 134800 4770 Average 4700 ! 4 5.75 02/25/1999 28 183850 6500 ! 5 5.75 02/25/1999 28 176400 6240 Average 6370 1 6 5.75 03/25/! 999 56 195470 6910 This report is exclusively for the use of thc client indicated above and shall qot bc reproduced except in full without the written approval of HBC Engineering, Inc. 0ILL Page I of 8 CONCRETE COMPR 'oSIVE STRENGTH TES · 8901 Carpenter Frnvy., Suite #100 Dallas, Texas 75247 Date of Service: 01/28/1999 Report No.: 9903452 Report Date 03/30/1999 Client No.: 08644025 Project No.: 43-2333-98 Client: The Beck Group Project: GTE Shared Services Attn: Giilett Berger 'Coppeil Road & Corporate Drive 1700 Pacific Ave., Suite 3800 Dallas TX 75201-4619 Coppell, Texas Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast compressive strength samples. PROJECT DATA CONTRACTOR: BECK CONCRETE CLASS: 8208 CONCRETE SUPPLIER: TXI PLACEMENT DATE: 01/28/1999 aATCH TIME: 7:55am PLANT: 41 TIME SAMPLED: 8:55am BY: Mike Odom SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Cloudy STRENGTH: 5000 psi ~ 28 Days TEMPERATURE (F) - AIR 63 F CONCRETE: 76 F SLUMP: 6.0" Max TRUCKNO: 462 TIC~TNO: 1227529 AIR: N/A AIR CONTENT (%): N/A UNIT WEIGHT (pe~: N/A TEST METItOD: ASTM C- 143 PLACEMENT LOCATION: Sec page I ASTM C- 172 ASTM C-39 SAMPLE LOCATION: Along Line C & 6.5 REPORT OF TESTS ACCUMULATIVE YARDS: 530 CYLINDER MEASURED MAXIMUM COMPRESSIVE MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE 2 i 5.25 01/31 / 1999 3 106530 3770 2 2 5.25 02/04/1999 7 126470 4470 2 3 5.25 02/04/I 999 7 130610 4620 Average 4550 2 4 5.25 02/25/199.9 28 166350 5880 2 5 5.25 02/25/1999 28 173180 6120 Average 6000 2 6 5.25 03/25/1999 56 186100 6580 This report is exclusively for thc usc of thc client indicated above and shall not be reproduced except in full without thc written approval of HBC Engineering, Inc. OILL Page 2 of 8 Kepo. rt No.: 9903452 Ten (10) gallons of water added. This report is cxclusivcly for thc usc or'thc client indicated above and shall not be rcproduccd except in £ull without thc written approval of HBC Engineering. Inc. 0ILL Page 3 of 8 CONCRETE COMPRE oSIVE STRENGTH TES $- 8901 Carpenter Frvry., Suite #100 Dallas, Texas 75247 Date of Service: 01/28/1999 Report No.: 9903452 Report Date 03/30/1999 Client No.: 08644025 Project No.: 43-2333-98 Client: The Beck Group Project: GTE Shared Services Attn: Gillett Berger Coppell Road & Corporate Drive 1700 Pacific Ave., Suite 3800 Dallas TX 75201-46 ! 9 Coppell, Texas Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast compressive strength samples. PROJECT DATA CONTRACn'OR: BECK CONCRETE CLASS: 8208 CONCRETE SUPPLIER: TX[ PLACEMENT DATE: 01/28/1999 BATCHTIME: 8:41am PLANT: 41 TIME SAMPLED: 9:55am BY: Mike Odom SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Cloudy STRENGTIt: 5000 psi @ 28 Days TEMPERATURE (F) - AIR 65 F CONCRETE: 73 F SLUMP: 6.0" Max TRUCK NO: 360 TICKET NO: 1227584 AIR: N/A AIR CONTENT (%): N/A UNIT WEIGHT (peg): N/A TEST METllOD: ASTM C- 143 PLACEMENT LOCATION: See page I ASTM C- 172 ASTM C-39 SAMPLE LOCATION: Along K & 9.3 REPORT OF TESTS ACCUblULATIVE YARDS: 530 CYLINDER MEASURED MAXIMUM COMPRESSIVE MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE 3 i 5.75 01/31/1999 3 90130 3190 3 2 5.75 02/04/1999 7 120460 4260 3 3 5.75 02/04/! 999 7 118460 4190 Average 4230 3 4 5.75 02/25/i 999 28 141040 4990 3 5 5.75 02/25/1999 28 143040 5060 Average 5030 3 6 5.75 03/25/1999 56 162470 5750 This report is exclusively for the usc of the client indicated above :md shall not be reproduced except in full without the written approval of HBC Engineering, Inc. 0iLL Page 4 of 8 Repgrt No.: 9903452 Twenty (20) gallons of water added. This report is exclusively Ibr the use of thc clie,t it~dicated above .'md shall not be reproduced except in full without the written approval of HBC Engineering. Inc. 0ILL P'4ge 5 of 8 CONCRETE COMPREoSIVE STRENGTH TES ENGINEERINg, 8901 Carpenter Frn~y., Suite #100 Dallas, Texas 75247 Date of Service: 01/28/1999 Report No,: 9903452 Report Date 03/30/1999 Client No.: 08644025 Project No.: 43-2333-98 Client: The Beck Group Project: GTE Shared Services ARm Gillett Berger Coppell Road & Corporate Drive 1700 Pacific Ave., Suite 3800 Dallas TX 75201-4619 Coppell, Texas Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast compressive strength samples. PROJECT DATA CONTRACTOR: BECK CONCRETE CLASS: 8208 CONCRETE SUPPLIER: TXI PLACEMENT DATE: 01/28/1999 BATCHTIME: 9:39am PLANT: 41 TIME SAMPLED: 10:45am aY: Mike Odom SPECIFICATION REQUIREMENTS WEATHER CONDrrIONS: Cloudy STRENGTlt: 5000 psi ~ 28 Days TEMPERATURE(I~-AIR 66 ~' CONCRETE: 73 F SLUMP: 6.0" Max TRVCKNO: 414 T[c~rNO: 1227664 AIR: N/A AIR CONTENT (%}: N/A UNIT WEIGHT (PC0.: N/A TEST METlIOD: ASTM C- i 43 PLACEMENT LOCATION: ASTM C- i 72 See page I ASTM C-39 SAMPLE LOCATION: Along G & I !.5 REPORT OF TESTS ACCUMULATIVE YARDS: 530 CYLINDER MEASURED MAXIMUM COMPRESSIVE MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE 4 I 6.00 01/30/1999 2 65040 2300 4 2 6.00 02/04/1999 7 I 18460 4190 4 3 6.00 02/04/1999 7 124150 4390 Average 4290 4 4 6.00 02/25/! 999 28 171020 6050 4 5 6.00 02/25/1999 28 164240 5810 Average 5930 4 6 6.00 03/25/1999 56 183070 6470 This report is exclusively t~r thc usc of thc clicnt iqdicated above and shall not bc reproduced except in full without thc written approval of HBC Engineering, Inc. 0ILL Page 6 of 8 R~epo. rt No.: 9903452 Twenty (20) gallons of water added. This report is exclusively tbr thc use of thc clio,it i,~dicatcd above a.d shall not be reproduced except in full without thc written approval of HBC Engineering, Inc. 0iLL Page 7 of 8 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Date of Service: 01/28/1999 Report ]No.: 9903452 Report Date 03/30/1999 Client No.: 08644025 Project No.: 43-2333-98 Client: The Beck Group Project: GTE Shared Services Attn: Gillett Berger Coppeil Road & Corporate Drive 1700 Pacific Ave., Suite 3800 Dallas TX 75201-4619 Coppell, Texas Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast compressive strength samples. PROJECT DATA CONTRACTOR: BECK CONCRETE Ct.ASS: 8208 CONCRETE SUPPLIER: TXI PLACEMENT DATE: 01/28/1999 BATCIITIME: 1 l:12am PLANT: 41 TIME SAMPLED: 12:lSpm nv: Mike Odom SPECIFICATION REQUIREMENTS WEATHER CONOmONS: Cloudy STRENGTth 5000 psi ~ 28 Days TEMPERATURE (F) - AIR 69 F CONCRETE: 76 F SLUMP: 6.0" Max TRUCK NO: 640 TICKET NO: 1227767 AIR: N/A AIR CONTENT {%}: N/A UNIt WEIGHT {per).: N/A TEST METIIOD: ASTM C- [ 43 PLACEMENT LOCATION: ,See page I ASTM C- 172 ASTM C-39 SAMPLE LOCATION: E.5 & 11.5 REPORT OF TESTS ACCUMULATIVE YARDS: 520 CYLINDER MEASURED MAXiblUbl COMPRESSIVE MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE SET NO. (inches) TESTED {days) (lbs. force) (psi) TYPE 5 I 5.50 01/30/1999 2 69150 2450 5 2 5.50 02/04/1999 7 122860 4340 5 3 5.50 02/04/1999 7 126720 4480 Average 4410 5 4 5.50 02/25/I 999 28 183710 6500 5 5 5.50 02/25/I 999 28 183470 6490 Average 6500 5 6 5.50 03/25/i 999 56 201470 7130 Technician: Mike Odom Started: 6:00am Finished: l:30pm ~----...~ E.~..,~A.~W, Report Distribution: (I) The Beck Group (I) Tile Beck Group (I) Gromatzky Dupre¢ & Assoc. (I) Dalcan. Iqc. Eugene Harbour (!) Brockette Davis Drake. Inc. (I) HBC Engi,~ccring/Eugcne Harbour Vice President ( I ) 'll~e Beck Group This report is exclusively for the use or'thc client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc. 0ILL Page 8 of 8