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Verizon-LR 990125CONCRETE COMPRi,,dSIVE STRENGTH TESf 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Date of Service: Client No.: 01/07/1999 08644025 Report No.: 9901423 Project No.: 43-2333-98 Report Date 01/25/1999 Client: The Beck Group Project: Attn: 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. CONTRACTOR: BECK CONCRETE SUPPLIER: TXI PLANT: 31 SPECIFICATION REQUIREMENTS STRENGTH: 5000 psi @ 28 Days SLUMP: 6.0" Max AIR: N/A TEST METHOD: ASTM C- 143 ASTM C- 172 ASTM C-39 SAMPLE LOCATION: AG 6 CYLINDER MEASURED MARKED SLUMP SET NO. (inches) I I 6.50 I 2 6.50 1 3 6.50 1 4 6.50 1 5 6.50 1 6 6.50 PROJECT DATA CONCRETE CLASS: 8208 PLACEMENT DATE: 01/07/1999 BATCH TIME: 1:48pm T~MESAMeLED: 2:30pm BY: Mike Odom WEATHER CONDITIONS: TEMPERATURE (F) - AIR TRUCK NO: 482 A~R CONTENT (%): N/A PLACEMENT LOCATION: Partly cloudy 57 F CONCRETE: 63 F TICKET NO: 1209677 UNIT WEIGHT (pct'}.: N/A Level IV building columns 19 ~ A, B, C, D-6, A, B, C ~ 7, AB & 8,N, M, L, K ~ 9, P, N, M, L, K, J ~ 9.3 REPORT OF TESTS ACCUMULATIVE YARDS: MAXIMUM COMPRESSIVE DATE AGE LOAD STRENGTH TESTED (days) (lbs. force) (psi) 01/08/1999 1 46870 1660 01/09/1999 2 01/14/1999 7 01/14/1999 7 57350 2030 02/04/1999 28 02/04/1999 28 112220 3970 118060 4180 Average 4080 40 FRACTURE TYPE 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 HDC Engineering, Inc. 0ILL Page ! of 2 ~eport No.: 9901423 CYLINDER MARKED SET NO. I 7 MEASURED SLUMP (inches) 6.50 DATE TESTED 03/04/1999 AGE (days) 56 MAXIMUM COMPRESSIVE LOAD STRENGTH FRACTURE (lbs. force) (psi) TYPE Technician: Mike Odom Report Distribution: (I) The Beck Group (I) Gromatzky Dupree & Assoc. (I) Brockettc Davis Drake, Inc. (1) Thc Beck Group Started: 2:00pm (I) The Beck Group (I) Dalcan, Inc. Finished: 5:30pm Eugene 17arbour 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 2 of 2 CONCRETE COMPRLSSIVE STRENGTH TEST .8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Date of Service: Client No.: 12/12/1998 08644025 Report No.: 9833513 Project No.: 43-2333-98 Report Date 01/25/1999 Client: The Beck Group Project: Attn: Gillett Berger 1700 Pacific Ave., Suite 3800 Dallas TX 75201-4619 GTE Shared Services Coppell Road & Corporate Drive ' Coppell, Texas Services: Obtain samples of flesh concrete at the placement locations, perform required field test and cast compressive strength samples. CONTRACTOR: BECK CONCRETE SUPPLIER: TXI PLANT: 43 SPECIFICATION REQUIREMENTS STRENGTH: 5000 psi ~ 28 Days SLUMP: 6.0" Max AIR: N/A TEST METHOD: ASTM C- 143 ASTM C- 172 ASTM C-39 SAMPLE LOCATION: C ~ 5 CYLINDER MARKED SET NO. MEASURED SLUMP (inches) 1 ! 5.50 1 2 5.50 1 3 5.50 1 4 5.50 I 5 5.50 Technician: Mike Odom Report Distribution: (I) The Beck Group (I) Groma~zky Dupree & Assoc. (1) Brockette Davis Drake, Inc. (I) The Beck Group PROJECT DATA CONCRETE CLASS: 8208 PLACEMENT DATE: 12/12/1998 BATCH TIME: 10:17am TIME SAMPLED: I l:20am BY: Mike Odom WEATHER CONDITIONS: TEMPERATURE (F) - AIR TRUCK NO: 450 AIR CONTENT (%): 1.3 PLACEMENT LOCATION: Partly cloudy 48 F CONCRETE: 62 F TICKET NO: 1197078 UNIT WEIGHT (pcO:' N/A Building columns (4) west wing Level II-Iii, Line 5, A-D REPORT OF TESTS ACCUMULATIVE YARDS: MAXI MUM COMPRESSIVE DATE AGE LOAD STRENGTH TESTED (days) (lbs. force) (psi) 12/19/1998 7 89240 3160 12/I 9/1998 7 88620 3130 Average 3150 01/09/1999 28 176130 6230 01/09/1999 28 172350 6100 Average 6170 02/06/1999 56 10 FRACTURE TYPE Started: 1 l:OOam Finished: 1 l:30am H~ I~tc. (I) Tile Beck Group (,) Oa,ca,,. ,nc. Yu 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 I of I CONCRETE COMPRv_,SSIVE STRENGTH TEST Date of Service: 10/24/1998 Client No.: 08644025 Report No.: 9828983 Project No.: 43-2333-98 .. 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Report Date 01/25/1999 Client: The Beck Group Project: Attn: 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. CONTRACTOR: BECK CONCRETE SUPPLIER: TXI PLANT: 31 SPECIFICATION REQUIREMENTS STRENGTH: 3000 psi ~ 28 Days SLUMP: 5.0" Max AIR: N/A TEST METHOD: ASTM C- 143 ASTM C- 172 ASTM C-39 PROJECT DATA CONCRETE CLASS: 9506 PLACEMENT DATE: 10/24/1998 hATCH TIME: 9:28am TIME SAMPLED: 10:35am nV: Brian Otis WEATHER CONDITIONS: Clear/mild TEMPERATURE (F)-AIR 70 F CONCRETE: 62 F TRUCKNO: 364 TICKET NO: 1166392 AIR CONTENT (%): N/A UNIT WEIGHT (pc0: N/A PLACEMENT LOCATION: Piers SAMPLE LOCATION: Pier-F- 18 CYLINDER MARKED SET NO. MEASURED SLUMP (inches) 1 I 6.25 1 2 6.25 I 3 6.25 I 4 6.25 I 5 6.25 REPORT OF TESTS DATE AGE TESTED (days) 10/31/1998 7 10/31/1998 7 11/21/1998 28 11/21/1998 28 12/19/1998 56 ACCUMULATIVE YARDS: MAXIMUM COMPRESSIVE LOAD STRENGTH (Ibs.~rce) (psi) 90370 3200 91747 3240 Average 3220 133490 4720 128560 4550 Average 4640 143060 5060 Technician time: Technician: Brian Otis Report Distribution: (I) The Beck Group (I) Gromatzky Dupree & Assoc. (I) Brockctte Davis Drake, Inc. (1) The Beck Group See Report ~9828982 Sample taken from truck Started: ( I ) The Beck Group (1) Dalcan, Inc. Finished: 10 Eug,~arbour Vice President FRACTURE TYPE 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 I of I CONCRETE COMPR,,,SSIVE STRENGTH TEST .. 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Date of Service: Client No.: 12/18/1998 08644025 Report No.: 9834073 Project No.: 43-2333-98 Report Date 01/25/1999 Client: The Beck Group Project: At-tn: 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 CONTRACTOR: BECK CONCRETE CLASS: 8205 CONCRETE SUPPLIER: TXI PLACEMENT DATE: 12/18/1998 BATCH TIME: 3:07am PLANT: 41 TIME SAMPLED: 3:5am BY: Mike Odom SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Cloudy STRENGTH: 4000 psi ~ 28 Days TEMPERATURE (F) - AIR 47 V CONCRETE: 67 F SLUMP: 6.0" Max TRUCK NO: 834 TICKET NO: 1201177 AIR: 3-5O,/o AIR CONTEYr (%): 4.6 UNIT WEIGHT (pc.f): N/A TEST METHOD: ASTM C-143 PLACEMENT LOCATION: ASTM C- 172 North paving quadrant slab-on-grade bay 2 & 3, 4 & 5 ASTM C-39 SAMPLE LOCATION: See below CYLINDER MEASURED MARKED SLUMP SET NO. (inches) 1 1 I 2 REPORT OF TESTS ACCUMULATIVE YARDS: MAXIMUM COMPRESSIVE DATE AGE LOAD STRENGTH TESTED (days) (lbs. force) (psi) 6.25 12/25/1998 7 78880 2790 6.25 ! 2/25/1998 7 79240 2800 Average 2800 6.25 01 / 15/1999 28 109780 3880 6.25 01/15/1999 28 102330 3620 Average 3750 I 3 1 5 6.25 02/12/1999 56 600 FRACTURE TYPE Sample location: Bay 3, 50' South from centerline north driveway. 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 ! of 7 CONCRETE COMPRESSIVE STRENGTH TEST '8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Date of Service: Client No.: 12/18/1998 08644025 Report No.: 9834073 Project No.: 43-2333-98 Report Date 01/25/1999 Client: The Beck Group Project: Attn: Gillett Berger 1700 Pacific Ave., Suite 3800 Dallas TX 75201-4619 GTE Shared Services Coppeli Road & Corporate Drive Coppeli, Texas Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast compressive strength samples. CONTRACTOR: BECK CONCRETE SUPPLIER: TXI PLANT: 41 SPECIFICATION REQUIREMENTS STRENGTth 4000 psi @ 28 Days SLUMP: 6.0" Max AIR: 3-5% TEST METHOD: ASTM C- 143 ASTM C- 172 ASTM C-39 SAMPLE LOCATION: See below PROJECT DATA CONCRETE CLASS: 8205 PLACEMENT DATE: 12/18/1998 BATCH TIME: 4:25am TIME SAMPLED: 4:45am BY: Mike Odom WEATHER CONDITIONS: TEMPERATURE (F) - AIR TRUCK NO: 463 AIR CONTENT (%): 4.5 PLACEMENT LOCATION: See page I Cloudy 47 F CONCRETE: 66 F TICKETNO: 1201214 UNITWEIGHT(pc~ N/A REPORT OF TESTS ACCUMULATIVE YARDS: 600 CYLINDER MEASURED MAXIMUM COMPRESSIVE MARKED SLUMP DATE AGE LOAD STRENGTH SET NO. (inches) TESTED (days) (lbs. force) (psi) 2 I 5.75 12/25/1998 7 102400 3620 2 2 5.75 12/25/1998 7 99880 3530 Average 3580 2 3 5.75 01/15/1999 28 111540 3940 2 4 5.75 01/15/1999 28 120710 4270 Average 4110 2 5 5.75 02/12/1999 56 FRACTURE TYPE Sample location: Bay 2, 35' South from centerline north driveway and 40' west from centerline bay 2. 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 7 CONCRETE COMPR JSSIVE STRENGTH TEST .8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Date of Service: Client No.: 12/18/1998 08644025 Report No.: 9834073 Project No.: 43-2333-98 Report Date 01/25/1999 Client: The Beck Group Attn: Gillett Berger 1700 Pacific Ave., Suite 3800 Dallas TX 75201-4619 Project: GTE Shared Services Coppeli Road & Corporate Drive Coppell, Texas Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast compressive strength samples. CONTRACTOR: BECK CONCRETE SUPPLIER: TXI PLANT: 41 SPECIFICATION REQUIREMENTS STRENGTH: 4000 psi ~ 28 Days SLUMP: 6.0" Max AiR: 3-5% TEST METHOD: ASTM C- 143 ASTM C- 172 ASTM C-39 SAMPLE LOCATION: See below CYLINDER MARKED SET NO. PROJECT DATA CONCRETE CLASS: 8205 PLACEMENT DATE: 12/18/1998 BATCH TIME: 5:38am TIME SAMPLED: 6:35am BY: Mike Odom WEATHER CONDITIONS: Cloudy TEMPERATURE (F)-AIR 47 F CONCRETE: 63 F TRUCK NO: 461 TICKET NO: 1201267 AIR CONTENT (%): 4.8 UNIT WEIGHT (pet).: N/A PLACEMENT LOCATION: See page I REPORT OF TESTS MEASURED MAXIMUM SLUMP DATE AGE LOAD (inches) TESTED (days) (lbs. force) 3 1 6.50 12/25/1998 7 103080 3 2 6.50 ! 2/25/1998 7 101840 Average 3 3 6.50 01/15/1999 28 140160 3 4 6.50 01/15/I 999 28 133990 Average 3 5 6.50 02/12/1999 56 ACCUMULATIVE YARDS: 600 COMPRESSIVE STRENGTH (psi) 3650 3600 3630 4960 4740 4850 FRACTURE TYPE Sample location: Bay 3- 15' West from east edge and 120' north from centerline north fire lane. 0ILL This report is exclusively lbr the use of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc. Page 3 of 7 CONCRETE COMPRkSSIVE STRENGTH TEST Date of Service: 12/18/1998 Client No.: 08644025 Report No.: 9834073 Project No.: 43-2333-98 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Report Date 01/25/1999 Client: The Beck Group Project: Attn: Gillett Berger 1700 Pacific Ave., Suite 3800 Dallas TX 75201-4619 GTE Shared Services Coppell Road & Corporate Drive Coppell, Texas Services: Obtain samples of flesh concrete at the placement locations, perform required field test and cast compressive strength samples. PROJECT DATA CONTRACTOR: BECK CONCRETE CLASS: 8205 CONCRETE SUPPLIER: TXI PLACEMENT DATE: 12/18/1998 BATCHTIME: 7:10am PLANT: 41 TIME SAMPLED: 7:40am BY: Mike Odom SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Cloudy STRENGTm 4000 psi @ 28 Days TEMPERATURE (F)-AIR 48 F CONCRETE: 62 F SLUMP: 6.0" Max TRUCK NO: 462 TICKET NO: 1201364 A1R: 3-5% AIR CONTENT (%): 4.9 UNIT WEIGHT (pcf): N/A TEST METHOD: ASTM C- i 43 PLACEMENT LOCATION: See page I ASTM C- 172 ASTM C-39 SAMPLE LOCATION: See below CYLINDER MEASURED MARKED SLUMP DATE SET NO. (inches) TESTED 4 1 6.00 12/25/1998 4 2 6.00 12/25/1998 4 3 6.00 01/15/1999 28 4 4 6.00 01/15/1999 28 REPORT OF TESTS MAXIMUM AGE LOAD (days) (lbs. force) 7 103890 7 99340 Average 133430 129470 Average 4 5 6.00 02/12/1999 56 ACCUMULATIVE YARDS: 750 COMPRESSIVE STRENGTH (psi) 3670 3510 3590 4720 4580 4650 FRACTURE TYPE Sample location: Bay 3- 25' west from east edge and 100' north from centerline north fire lane. This report is exclusively {'or the use of the client indicated above and shall not be reproduced except in full without thc written approval of HBC Engineering, Inc. 0ILL Page 4 of 7 CONCRETE COMPRESSIVE STRENGTH TEST 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Date of Service: Client No.: Client: 12/18/1998 08644025 The Beck Group Attn: Giilett Berger 1700 Pacific Ave., Suite 3800 Dallas TX 75201-4619 Report No.: 9834073 Project No.: 43-2333-98 Report Date 01/25/1999 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. CONTRACTOR: BECK CONCRETE SUPPLIER: TXI PLANT: 41 SPECIFICATION REQUIREMENTS STRENGTH: 4000 psi ~ 28 Days SLUMP: 6.0" Max AIR: 3-5% TEST METUOO: ASTM C- 143 ASTM C- 172 ASTM C-39 PROJECT DATA CONCRETE CLASS: 8205 PLACEMENT DATE: 12/18/1998 aATCR TIME: 8:24am TIME SAMPLED: 8:50am ay: Mike Odom WEATHER CONDITIONS: TEMPERATURE (F) - AIR TRUCK NO: 466 AIR CONTENT (%): 4.4 PLACEMENT LOCATION: See page I Cloudy 50 F CONCRETE: 62 F TICKETNO: 1201524 UNITWEIGHT(pe~ N/A SAMPLE LOCATION: See below REPORT OF TESTS CYLINDER MEASURED MAXIMUM MARKED SLUMP DATE AG E LOAD SET NO. (inches) TESTED (days) (lbs. force) 5 I 5.50 12/25/1998 7 118790 5 2 5.50 12/25/1998 7 115140 Average 5 3 5.50 01 / 15/1999 28 153690 5 4 5.50 01/15/1999 28 147560 Average 5 5 5.50 02/l 2/1999 56 ACCUMULATIVE YARDS: 750 COMPRESSIVE STRENGTH (psi) 4200 4070 4140 5440 5220 5330 FRACTURE TYPE Sample location: Bay 3, 30' West from east edge and 55'north from centerline north fire lane. This report is exclusively for the usc of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc. 0ILL Page 5 of 7 CONCRETE COMPR JSSIVE STRENGTH TEST · 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Date of Service: Client No.: 12/18/1998 O8644O25 Report No.: 9834073 Project No.: 43-2333-98 Report Date 01/25/1999 Client: The Beck Group Project: Attn: 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. CONTRACTOR: BECK CONCRETE SUPPLIER: TX1 PLANT: 41 SPECIFICATION REQUIREMENTS STRENGTH: 4000 psi ~ 28 Days SLUMP: 6.0" Max ^m: 3-5% TEST METHOD: ASTM C- 143 ASTM C- 172 ASTM C-39 SAMPLE LOCATION: See below PROJECT DATA CONCRETE CLASS: 8205 PLACEMENT DATE: 12/18/1998 BATCH TIME: 10:08am TIME SAMPLED: 10:45am By: Mike Odom WEATHER CONDITIONS: Cloudy TEMPERATURE (F)-A1R 50 F CONCRETE: 68 F TRUCKNO: 653 TICKETNO: 1201737 AIR CONTENT (%): 4.7 UNIT WEIGHT (pcf).: N/A PLACEMENT LOCATION: See page REPORT OF TESTS ACCUMULATIVE YARDS: 750 CYLINDER MEASURED MAXIMUM COMPRESSIVE MARKED SLUMP DATE AGE LOAD STRENGTH SET NO. (inches) TESTED (days) (lbs. force) (psi) 6 I 5.75 12/25/1998 7 93940 3320 6 2 5.75 12/25/1998 7 102640 3630 Average 3480 6 3 5.75 01/15/1999 28 138880 4910 6 4 5.75 01/15/1999 28 138960 4910 Average 4910 6 5 5.75 02/12/1999 56 FRACTURE TYPE Sample location: Bay 4, 40' from north edge at centerline Bay 4. This report is exclusively for the usc of thc client indicated above and shall DOt be reproduced except in full without thc written approval of HDC Engineering, Inc. 0ILL Page 6 of 7 CONCRETE COMPRkSSIVE STRENGTH TEST · 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Date of Service: Client No.: 12/18/1998 08644025 Report No.: 9834073 Project No.: 43-2333-98 Report Date 01/25/1999 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 east compressive strength samples. CONTRACTOR: BECK CONCRETE SUPPLIER: TXI PLANT: 41 SPECIFICATION REQUIREMENTS STRENGTH: 4000 psi ~ 28 Days SLUMP: 6.0" Max AIR: 3-5% TEST METHOD: ASTM C- 143 ASTM C- 172 ASTM C-39 SAMPLE LOCATION: See below CYLINDER MEASURED MARKED SLUMP DATE SET NO. (inches) TESTED 7 1 6.25 12/25/1998 7 2 6.25 12/25/1998 7 3 6.25 01/15/1999 7 4 6.25 01/15/1999 PROJECT DATA CONCRETE CLASS: 8205 PLACEMENT DATE: 12/18/1998 BATCH TIME: 1 l:30am TIMESAMPLEO: 12:00pm aY: Mike Odom WEATHER CONDITIONS: TEMPERATURE (F) - AIR TRUCK NO: 835 AIR CONTENT (%): 4.9 PLACEMENT LOCATION: See page I Drizzle, cloudy 51 F CONCRETE: 63 F TICKET NO: 1201877 UNIT WEIGHT (pc0.: N/A REPORT OF TESTS ACCUMULATIVE YARDS: 830 MAXIMUM COMPRESSIVE AGE LOAD STRENGTH (days) (lbs. force) (psi) 7 96340 3410 7 98120 3470 Average 3440 28 129120 4570 28 133490 4720 Average 4650 7 5 6.25 02/I 2/I 999 56 FRACTURE TYPE Sample location: Bay 5, 10' from east edge All samples obtained from pump hopper. Technician: Mike Odom Report Distribution: (I) The Beck Group (I) Gromatzky Dupree & Assoc. (I} Brockette Davis Drake, Inc. (I) The Beck Group Started: 2:00am (l) Thc Beck Group (1) Dalcan. Inc. and 50' from north edge. Finished: 12:30pm Eugene Harbour Vice President 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. 0ILL Page 7 of 7