Verizon-LR 990406CONCRETE "TM
COMPREo IVE STRENGTH TES,'
8901 Carpenter Frwy., Suite #I00
Dallas, T~.as 75247
Date of Service: 03/08/1999 Report No.: 9906983 Report Date
04/06/1999
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
CONCRET~ SUPPLIER: TXI PLACEMENT DATE: 03/08/1999 BATCH TIME: 3:08am
PLANT: 31 TIME SAMPLED: 3:55am BY: Mike Odom
SPECIFICATION REQUIREMENTS WEATHER cor~rrioNs: Cloudy, drizzle
s'rar~o~: 5000 psi @ 28 Days TEMPERATURE (~3- AIR 49 r CONCRETE: 68 F
SLUMP: 6" Max TRUCK NO: 479 TICKET NO: 1208732
AIR: N/A AIR Co~rr~NT (~): N/A uNrr WEiatrr (~: N/A
~ MEX~IOD: ASTM C- 143 PLACEMENT LOCATION:
Building Slab, Level IV, Area C. line E to H and 13 to 18
ASTM C-172
ASTM C-39
SAMPLE LOCATION: E.I and 13.1
REPORT OF TESTS ACCUMULATIVE YARDS: 500
CYLINDER MEASURED MAXI~MUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRF, NGTll FRACTURE
S~F NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
1 I 5.25 03/10/1999 2 106190 3760
I 2 5.25 03/15/1999 7 146180 5170
I 3 5.25 03/15/1999 7 156050 5520
Average 5350
I 4 5.25 04/05/1999 28 183760 6500
! 5 5.25 04/05/1999 28 180350 6380
Average 6440
I 6 5.25 05/03/1999 56
This report is exclusively for the use of thc clicnl indicated above and shall not be reproduced except in full without thc written approval of HBC Engineering, Inc.
01TM Page I of 6
Report No.: 9906983
Ten (10) ~allons of water added.
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.
OITM Page 2 of 6
CONCRETE COMPRESSIVE STRENGTH TEST
8901 Carpenter Fr~., Suite #100
Dallm, Texas 75247
Date of Service: 03/08/1999 Report No.: 9906983 Report Date
04/06/1999
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
CONCRFrE S~PP~.IER: TXI PLACEMENT DATE: 03/08/1999 RATCt~ Xl~Vgv.: 4:57am
Pt,ANT: 31 TIMESAM. PLF. D: 5:45am aY: Mike Odom
SPECIFICATION REQUIREMENTS WEATHER CONDmONS: Cloudy, No Drizzle
S~U~NaT~: 5000 psi @ 28 Days TEMPERA~JRE(~)- Am 52 F coNcagrg: 68 F
SLUMI': 6" Max TRUCK NO: 738 TICXC~'r NO: 1258745
AIR: N/A AIR CONTENT ¢~): N/A uNrr wE~a~rr (pc~; N/A
TEST METIIOD: ASTM C-143 PLACEMENT LOCATION:
Same as Sct I
ASTM C-172
ASTM C-39
SAMPLE LOCATION: E.3 at 15.3
REPORT OF TESTS ACCUM TIVE YA S: 500
CYU OER MRAS REO MAXtMt COM 'RESS VE
MARKED SLUMP DATE AGE LOAD STRENGTI[ FRACTURE
SE'r NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
2 I 5.50 03/10/1999 2 107120 3790
2 2 5.50 03/15/1999 7 152300 5390
2 3 5.50 03/15/1999 7 158590 5610
Average 5500
2 4 5.50 04/05/1999 28 180350 6380
2 5 5.50 04/0511999 28 179790 6360
Average 6370
2 6 5.50 05/03/1999 56
This report is exclusively for the use of thc client indicated above and shall not be reproduced except in full without thc written approval of HBC Engineering, Inc.
01TM Page 3 of 6
R~Dort No.: 9906983
NOTE: 15 gallons of water added to concrete.
This report is exclusively for the use of the client indicated above and shall not I~ reproduced except in full without the written approval of HBC Engineering. Inc.
01TM Page 4 of 6
CONCRETE COMPRESSIVE STRENGTH TEST'
8901 Carpenter Frwy., Suite #100
Dailm, Texas 75247
Date of Service: 03/08/1999 Report No.: 9906983 Report Date
04/06/1999
Client No.: 08~4025 Project No.: 43-2333-98
Client: The Beck Group Project: GTE Shared Services
Atto: 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
CONCR~'FE SUPPLIER: TXI Pt~Cra~a~rr DATE: 03/08/1999 BATCH TUrin: 5:50am
PriNT: 31 TIME SAMPLED: 6:55am BY: Mike Odom
SPECIFICATION REQUIREbiEN'rs WEATHER com~nnONS: Cloudy, Dry
SXBY~GTH: 5000 psi @ 28 Days TEMPERATURE (F). AIR 54 F CONCaXTE: 68 F
SLUMP: 6" Max TRUCKNO: 722 TIC~ET NO: 1258758
AIR: N/A AIR CONTENT (~): N/A UNIT WEIGHT (pc0.'. N/A
TEST METIIOD: ASTM C- 143 PLACEMENT LOCATION:
Same as Set I
ASTM C-172
ASTM C-39
SAMPLE LOCATION: F. 5 at 16
REPORT OF TESTS ACCUMULATIVE YARDS: 500
CYLINDER MEASURED MAX~IUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTtl FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
3 I 5.25 03/10/1999 2 119740 4230
3 2 5.25 03/15/1999 7 153450 5430
3 3 5.25 03/! 5/1999 7 147280 5210
Average 5320
3 4 5.25 04/05/1999 28 190120 6720
3 5 5.25 04/05/1999 28 189450 6700
Average 6710
3 6 5.25 05/03/1999 56
This aport is exclusively for the use of the client indicated above and shall nm be reproduced except in full without thc written approval of HBC Engineering, Inc.
01TM Page 5 of 6
( ONCRETE COMPRESSIVE STRENGTH TEST
8901 Carpenter grwy., Suite #10O
Dallas, T~,m 7S7.47
Date of Service: 03/08/1999 Report No.: 9906983 Report Date
04/06/1999
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
CONTaACTOR: BECK coNcRETE CLASS: 8208
CONCRETE SUPPLIER: TXI PLACV-MFaVr DATE: 03/08/1999 BATCH T~Mv.: 6:45am
PLANT: 31 TIME SAMPLED: 7:55am S¥: Mike Odom
SPECIFICATION REQUIREMENTS WEATHER COmmONS: Cloudy
STa~'~O~: 5000 psi @ 28 Days TEMPERATURE (F) - AIR 54 F CONCRETE: 70 F
SLUMP: 6" Max TRUCK NO: 648 TICKET NO: 1258774
AIR: N/A AIR CONTENT (%): N/A tmrr WEICIrr (pe0~ N/A
TEST Mt"mOD: ASTM C- 143 PLAC~FAVr LOCATION:
Same as Set 1
ASTM C-172
ASTM C-39
SAMPLE LOCATION: (3.5 at 17
REPORT OF TESTS ACCUMULATIVE YARDS: 400
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTII FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
4 I 5.50 03/10/1999 2 104770 3700
4 2 5.50 03/15/1999 7 141460 5000
4 3 5.50 03/15/1999 7 139950 4950
Average 4980
4 4 5.50 04/05/1999 28 189450 6700
4 5 5.50 04/05/1999 28 183750 6500
Average 6600
4 6 5.50 05/03/1999 56
T~hnician: Mike Odom Started: Finished: ~ ginee~
Report Distribution: En
(I) The Beck Group (I) The Beck Group
(I) Gromatzky Dupree & Assoc. (I) Dalcan, Inc. Eugefle-H~rbour
(I) Brockette Davis Drake, lac. (1) HBC Engineering/Eugene Harbour Vice President
(I) The Beck Group
This repot~ 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.
01TM Page 6 of 6