Verizon-LR 990104CONC TI 'COMPRE:SSIVE STRENGTH TEST
Date of Service:
Client No.:
12/21/1998
08644025
Report No.: 9834234
Project No.: 43-2333-98
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
01/04/1999
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.
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: N ~ 10
CYLINDER MEASURED
MARKED SLUMP
SET NO. (inches)
1 1 6.75
1 2 6.75
1 3 6.75
1 4 6.75
1 5 6.75
Technician: Mike Odom
Report Distribution:
(I) The Beck Group
(1) Gromatzky Dupree & Assoc.
(1) Brockette Davis Drake, Inc.
(1) The Beck Group
PROJECT DATA
CONCRETE CLASS: 8208
PLACEMENT DATE: 12/21/1998 BATCH TIME: 1:28pm
TIME SAMPLED: 2:15pm BY: Mike Odom
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: 905
AIR CONTENT (%): N/A
PLACEMENT LOCATION:
Cloudy
38 F CONCRETE: 58 F
TICKETNO: 1202508
UNIT WEIGHT(pc0; N/A
Level 11-III columns ~ F-G ~ 12. F-G ~ 13, F ~ i I, N,M, L,K ~ 9-7, N, M, L ~ 10
DATE
TESTED
REPORT OF TESTS ACCUMULATIVE YARDS: 25
MAXIMUM COMPRESSIVE
AGE LOAD STRENGTH FRACTURE
(days) (lbs. force) (psi) TYPE
12/26/1998 5 56480 2000
12/28/1998 7 82570 2920
01/18/1999
01/18/1999
28
02/15/1999
Started: 12:30pm
(1) The Beck Group
(I) Dalcan, Inc.
56
Finished: 4:00pm
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
CONCI ETE COMPREbSIVE STRENGTH TEST
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 12/04/1998
Client No.: 08644025
Report No.: 9832771
Project No.: 43-2333-98
Report Date
01/04/1999
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: 3 1
SPECIFICATION REQUIREMENTS
STRENGTH: 3000 psi ~ 28 Days
SLUMP: 6.0" Max
AIR: N/A
TEST METHOD: ASTM C-143
ASTM C- 172
ASTM C-39
SAMPLE LOCATION:
7.5 ~ C.5
CYLINDER MEASURED
MARKED SLUMP DATE
SET NO. (inches) TESTED
1 1 6.25 12/11/1998
1 2 6.25 12/11/1998
1 3 6.25 01/01/1999
1 4 6.25 01/01 / 1999
PROJECT DATA
CONCRETE CLASS: 9506
PLACEMENT DATE: 12/04/1998 BATCH TIME: 7:20am
TIME S^MPLED: 8:30am aY: Mike Odom
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCKNO: 418
AIR CONTENT (%): 1.3
PLACEMENT LOCATION:
Partly cloudy
72 F CONCRETE: 78
TICKET NO: 1194100
UNIT WEIGHT (per):. N/A
Building slab-on-grade Level 1, between A & D, C & D, E & H & between I-6, 6-15.
REPORT OF TESTS ACCUMULATIVE YARDS: 330
MAXIMUM COMPRESSIVE
AGE LOAD STRENGTH
(days) (Ibs.~rce) (psi)
7 104670 3700
7 106250 3760
Average 3730
28 133520 4720
28 126080 4460
Average 4590
1 5 6.25 01/29/1999 56
FRACTURE
TYPE
Samples obtained from hopper.
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 3
CONCRETE 'COMPREbSIVE
Date of Service: 12/04/1998
Client No.: 08644025
Client: The Beck Group
Att-n: Gillett Berger
1700 Pacific Ave., Suite 3800
Dallas TX 75201-4619
?
STRENGTH TEST
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report No.: 9832771
Project No.: 43-2333-98
Report Date
01/04/1999
Project: 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: 31
SPECIFICATION REQUIREMENTS
STRENGTH: 3000 psi ~ 28 Days
SLUMP: 6.0" Max
AIR: N/A
TEST METHOD: ASTM C- 143
ASTM C- 172
ASTM C-39
SAMPLE LOCATION:
9.3
CYLINDER
MARKED
SET NO.
MEASURED
SLUMP
(i Aches)
2 1 6.00
2 2 6.00
2 3 6.00
2 4 6.00
2 5 6.00
PROJECT DATA
CONCRETE CLASS: 9506
PLACEMENT DATE: 12/04/1998 BATCH TIME: 9:20am
TIME SAMPLED: 10:00am BY: Mike Odom
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: 835
AIR CONTENT (%): 1.5
PLACEMENT LOCATION:
See page I
Partly cloudy
73 F CONCRETE: 79 F
TICKET NO: 1194155
UNIT WEIGHT (pct'): N/A
DATE
TESTED
12/11/1998
12/11/1998
01/01/1999
01/01/1999
REPORT OF TESTS ACCUMULATIVEYAROS: 360
MAXIMUM COMPRESSIVE
AGE LOAD STRENGTH
(days) (Ibs.~rce) (psi)
7 97620 3450
7 9924O 3510
Average 3480
28 139630 4940
28 135750 4800
Average 4870
01/29/1999
56
FRACTURE
TYPE
This report is exclusively t'or 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 3
CONCRETE COMPRESSIVE STRENGTH TES;F
.8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
Date of Service: 12/04/1998 Report No.: 9832771
01/04/1999
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: 9506
CONCRETE SUPPLIER: TXI PLACEMENT DATE: 12/04/1998 BATCH TIME: 10:22am
PLANT: 3 ! TIME SAMPLED: 11:30am BY: Mike Odom
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Fair
STRENGTH: 3000 psi ~ 28 Days TEMPERATURE (F)- AIR 76 v CONCRETE: 81 F
SLUMP: 6.0" Max TRUCKNO: 827 TICKETNO: 1194226
AIR: N/A AIR CONTENT (%): 1.4 UNIT WEIGHT (pcO,: N/A
TEST METHOD: ASTM C-143 PLACEMENT LOCATION:
See page 1
ASTM C-172
ASTM C-39
SAMPLE LOCATION: 14.5 ~ G
REPORT OF TESTS ACCUMULATIVE YARDS: 360
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
3 1 5.75 12/11/1998 7 92290 3260
3 2 5.75 12/I 1/1998 7 94430 3340
Average 3300
3 3 5.75 01/01 / 1999 28 134790 4770
3 4 5.75 01/01/1999 28 ! 32800 4700
Average 4740
3 5 5.75 01/29/1999 56
Technician: Mike Odom Started: 6:30am Finished: l:30pm
Report Distribution:
(1) The Beck Group (l) The Beck Group
(1) Gromatzky Dupree & Assoc. (1) Dalcan, inc. Eugene Harbour
(1) Brockette Davis Drake, Inc. Vice President
(I) The Beck Group
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.
01LL Page 3 of 3