Verizon-LR 981215CONCRETE COMPRESSIVE STRENGTH TEST
Date of Service: 10/19/1998
Client No.: 08644025
Report No.: 9828426
Project No.: 43-2333-98
"8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
12/15/1998
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: N/A
CONCRETE SUPPLIER: TXI PLACEMENT DATE: 10/19/1998 BATCH TIME: 8:24am
PLANT: 41 TIME SAMPLED: 9:10am BY: Brian Otis
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Cloudy/Mild
STRENGTH: 3000 psi @ 28 Days TEMPERATURE (F)- AIR 58 F CONCRETE: 74 F
SLUMP: 5" TRUCKNO: 669 TICKETNO: 1162963
AIR: N/A AIR CONTENT (%): N/A UNIT WEIGHT (pc0: N/A
TEST METHOD: ASTM C- 143 PLACEMENT LOCATION:
Piers
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: Pier D-6
REPORT OF TESTS ACCUMULATIVE YARDS: 20
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH
SET NO. (inches) TESTED (days) (lbs. force) (psi)
! 1 5.50 10/26/1998 7 101410 3590
1 2 5.50 10/26/1998 7 100370 3550
1 3 5.50 10/26/1998 7 98300 3480
Average 3540
1 4 5.50 11/16/1998 28 143530 5080
1 5 5.50 12/14/1998 56 148210 5240
FRACTURE
TYPE
Technician time: See
Technician: Brian Otis
Report Distribution:
(1) The Beck Group
(1) Gromatzky Dupree & Assoc.
(I) Brockette Davis Drake, Inc.
(I) The Beck Group
Report ~9828425
(I) The Beck Group
(I) Dalcan, Inc.
Finished:
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 I
CONCRETE COMPRESSIVE STRENGTH TEST
Date of Service:
Client No.:
11/16/1998
08644025
Report No.: 9831049
Project No.: 43-2333-98
'~901 Carpenter Frwy., Suite #I00
Dallas, Texas 75247
Report Date
12/15/1998
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: 41
SPECIFICATION REQUIREMENTS
STRENGTH: 5000 psi ~ 28 Days
SLUMP: 5.0" Max
AIR: N/A
TEST METHOD: ASTM C-143
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: A/7
CYLINDER
MARKED
SET NO.
MEASURED
SLUMP
(inches)
1 1 5.50
1 2 5.50
1 3 5.50
1 4 5.50
1 5 5.50
PROJECT DATA
CONCRETE CLASS: 8208
PLACEMENT DATE: 1 I/16/1998 BATCH TIME: ! :52pm
TIME SAMPLED: 2:45pm aY: Mike Shields
WEATHER CONDITIONS:
TEMPERATURE (F} - AIR
TRUCK NO: 669
AIR CONTENT (%): N/A
PLACEMENT LOCATION:
Columns- Level I: A/7, B/7, CF'/,
& M/9
Sunny
62 r CONCRETE: 75
TICKETNO: 1181603
UNIT WEIGHT(pc0:N/A
DATE
TESTED
11/23/1998
11/23/1998
12/14/1998
12/14/1998
REPORT OF TESTS ACCUMULATIVE YARDS: 9.5
MAXIMUM COMPRESSIVE
AGE LOAD STRENGTH
(days) (Ibs. brce) (psi)
7 128550 4550
7 128020 4530
Average 4540
28 177300 6270
28 175130 6190
Average 6230
01/11/1999
56
FRACTURE
TYPE
Technician: Mike Shields
Report Distribution:
(1) The Beck Group
(I) Gromatzky Dupree & Assoc.
(1) Brockette Davis Drake, Inc.
(1) The Beck Group
Started: 1:00pm
(1) The Beck Group
(1) Dalcan, Inc.
Finished: 3:30pm
~ Engi~c.
Eugene i-Iarbour
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 HBO Engineering, Inc.
01LL Page ! of I
CONCRETE COMPRESSIVE STRENGTH TES'i
Date of Service: 10/16/1998
Report No.: 9828241
Client No.: 08644025
Project No.: 43-2333-98
-8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
12/15/1998
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: 42
SPECIFICATION REQUIREMENTS
STRENGTH: 3000 psi ~ 28 Days
SLUMP: 5.0"
AIR: N/A
TEST METHOD: ASTM C- 143
ASTM C- 172
ASTM C-39
PROJECT DATA
CONCRETE CLASS: N/A
PLACEMENT DATE: 10/16/1998 BATCH TIME: 9:14am
TIME SAMPLED: 10:15am BY: Brian Otis
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: 538
AIR CONTENT (%): N/A
PLACEMENT LOCATION:
Piers
Clear/Mild
74 F CONCRETE: 80 F
TICKET NO: 1162000
UNIT WEIGHT (pcfl: N/A
SAMPLE LOCATION: Piers- D-4
CYLINDER
MARKED
SET NO.
MEASURED
SLUMP
(inches)
I 1 6.0
1 2 6.0
1 3 6.0
1 4 6.0
1 5 6.O
REPORT OF TESTS ACCUMULATIVE YARDS:
MAXIMUM COMPRESSIVE
DATE AG E LOAD STRENGTH
TESTED (days) (lbs. force) (psi)
10/23/1998 7 85200 3010
10/23/I 998 7 86730 3070
Average 3040
11/13/1998 28 117160 4140
11/13/1998 28 110290 3900
Average 4020
12/11/1998 56 123550 4370
Technician time: See
Technician: Brian Otis
Report Distribution:
(1) The Beck Group
(I) Gromatzky Dupree & Assoc.
(1) Brockette Davis Drake, Inc.
(1) The Beck Group
Report #9828240
Started:
(1) The Beck Group
(1) Dalcan, Inc.
Finished:
En~, Inc.
EugenC~%Iarbour
Vice President
I0
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