Verizon-LR 9902191
CONCRETE COMPRESSIVE STRENGTH TEST
eCANWIRM, M.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 02/10/1999 Report No.: 9904621 Report Date
02/19/1999
Client No.: 08644025
Client: The Beck Group
Attn: Gillett Berger
1700 Pacific Ave., Suite 3800
Dallas TX 75201 -4619
Project No.: 43- 2333 -98
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.
PROJECT DATA
CONTRACTOR:
BECK
CONCRETE SUPPLIER
TXI
PLANT:
31
SPECIFICATION REQUIREMENTS
STRENGTH:
5000 psi C@ 28 Days
SLUMP:
6.0" Max
AIR
N/A
TEST METHOD:
ASTM C -143
ASTM C -172
ASTM C -39
SAMPLE LOCATION: Beam along Line 6 @ C Line
CONCRETE CLASS: 8208
PLACEMENT DATE 02/10/1999 BATCH TIME: 2:40am
TIME SAMPLED: 3 :30am BY: Mike Odom
WEATHER CONDITIONS: Cloudy
TEMPERATURE (F) - AIR 58 F CONCRETE: 79 F
TRUCK NO: 484 TICKET NO 1235838
AIR CONTENT (%): N/A UNIT WEIGHT (pcf)1 N/A
PLACEMENT LOCATION:
Roof slab Area B 5.7 -13
Note: Five (5) gallons of water added.
REPORT OF TESTS
CYLINDER
MARKED
SET NO.
1 1
1 2
1 3
1 4
1 5
1 6
MEASURED
SLUMP
(incites)
5.25
5.25
5.25
5.25
5.25
5.25
DATE
TESTED
02/12/1999
02/17/1999
02/17/1999
03/10/1999
03/10/1999
04/0711999
MAXIMUM
LOAD
(lbs. force)
AGE
(days)
98460
146580
130320
Average
ACCUMULATIVE YARDS: 550
2
7
7
28
28
56
COMPRESSIVE
STRENGTH
(PA)
3480
FRACTURE
TYPE
5180
4610
4900
-4
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.
oILL Page 1 of 5
CONCRETE COMPRESSIVE STRENGTH TEST fBC
)3v c11 IFER c, INC.
8901 Carpenter Fury., Suite #100
Dallas, Texas 75247
Date of Service: 02/1011999 Report No.: 9904621 Report Date
02/19/1999
Client No.: 08644025
Client: The Beck Group
Attn: Gillett Berger
1700 Pacific Ave., Suite 3800
Dallas TX 75201 -4619
Project No.: 43- 2333 -98
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.
PROJECT DATA
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: Along Line N 0 9.3
CONCRETE CLASS: 8208
PLACEMENT DATE: 02/10 /1999 BATCH TIME: 4:17am
TIME SAMPLED: 5:00am BY: Mike Odom
WEATHER CONDITIONS: Cloudy
TEMPERATURE (F) - AIR 60 F CONCRETE: 78 F
TRUCK NO: 541 TICKET NO: 1235918
AIR CONTENT (%): N/A UNIT WEIGHT (pcil. N/A
PLACEMENT LOCATION:
See page 1
Note: Fifteen (15) gallons of water added.
REPORT OF TESTS
CYLINDER
MARKED
SET NO.
2 1
2 2
2 3
2 4
2 5
2 6
MEASURED
SLUMP
(inches)
5.75
5.75
5.75
5.75
5.75
5.75
DATE
TESTED
02/12/1999
02/17/1999
02/17/1999
03/10/1999
03/10/1999
04/07/1999
MAXIMUM
LOAD
(lbs.force)
AGE
(days)
116000
156020
152650
Average
ACCUMULATIVE YARDS: 550
2
7
7
28
28
56
COMPRESSIVE
STRENGTH
(psi)
4100
FRACTURE
TYPE
5520
5400
5460
M
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.
DILL Page 2 of 5
CONCRETE COMPRESSIVE STRENGTH TEST fBC
> 3 ,Dr
8901 Carpenter Frwy., Suite #100
Dallas, Texas 7S247
Date of Service: 02/1011999 Report No.: 9904621 Report Date
02/19/1999
Client No.: 08644025
Client: The Beck Group
Attn: Gillett Berger
1700 Pacific Ave., Suite 3800
Dallas TX 75201 -4619
Project No.: 43- 2333 -98
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.
PROJECT DATA
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: Along C.5 -1) @ 7
CONCRETE CLASS: 8208
PLACEMENT DATE: 02/10/1999 BATCH TIME: 4:17am
TIME SAMPLED- 6:15am BY: Mike Odom
WEATHERCONDITIONS: Cloudy
TEMPERATURE(F) -AIR 62 F CONCRETE: 77 F
TRUCK NO: 738 TICKET NO: 1236006
AIR CONTENT (%): N/A UNIT WEIGHT (pct): N/A
PLACEMENT LOCATION:
See page 1
Note: Ten (10) gallons of water added.
REPORT OF TESTS
CYLINDER
MARKED
SET NO.
3 1
3 2
3 3
3 4
3 5
3 6
MEASURED
SLUMP
(incbes)
5.50
5.50
5.50
5.50
5.50
5.50
DATE
TESTED
02/12/1999
02/17/1999
02/17/1999
03/10/1999
03/10/1999
04/07/1999
MAXIMUM
LOAD
(lbs. force)
AGE
(days)
112550
156680
143320
Average
ACCUMULATIVE YARDS: 550
2
7
7
28
28
56
COMPRESSIVE
STRENGTH
(psi)
3980
FRACTURE
TYPE
5540
5070
5310
i
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.
DILL Page 3 or 5
CONCRETE COMPRESSIVE STRENGTH TEST fBC
RCIN . M.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 02/10 /1999
Client No.: 08644025
Client: The Beck Group
Attn: Gillett Berger
1700 Pacific Ave., Suite 3800
Dallas TX 75201 -4619
Report No.: 9904621 Report Date
02/19/1999
Project No.: 43- 2333 -98
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.
PROJECT DATA
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: Along M.5 @ 9.7
CONCRETE CLASS: 8208
PLACEMENT DATE: 02/10/1999 BATCH TIME: 6:56am
TIME SAMPLED: 8:00am BY: Mike Odom
WEATHER CONDITIONS: Partly cloudy
TEMPERATURE (F) - AIR 64 F CONCRETE: 75 F
TRUCK NO: 480 TICKET NO: 1236170
AIR CONTENT (%): N/A UNIT WEIGHT (pcf)s N/A
PLACEMENT LOCATION:
See page I
Note: Ten (10) gallons of water added.
REPORT OF TESTS
CYLINDER
MARKED
SET
NO.
4
1
4
2
4
3
4
4
4
5
4
6
MEASURED
SLUMP
(inches)
5.75
5.75
5.75
5.75
5.75
5.75
DATE
TESTED
02/12/1999
02/17/1999
02/17/1999
03/10/1999
03/10/1999
04/07/1999
MAXIMUM
LOAD
(Ibs. force)
83460
120620
118740
Average
ACCUMULATIVE YARDS: 550
AGE
(days)
2
7
7
28
28
56
COMPRESSIVE
STRENGTH
(psi)
2950
FRACTURE
TYPE
4270
4200
4240
hrdA'
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.
O1LL Page 4 of 5
F i
I
CONCRETE COMPRESSIVE STRENGTH TEST fDC
&"I Carpenter Fury., Suite #100
Dallas, Texas 75247
Date of Service: 02/10/1999 Report No.: 9904621 Report Date
02/19/1999
Client No.: 08644025
Client: The Beck Group
Attn: Gillett Berger
1700 Pacific Ave., Suite 3800
Dallas TX 75201 -4619
CONCRETE CLASS: 8208
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
PROJECT DATA
CONTRACTOR:
BECK
CONCRETE SUPPLIER
TXI
PLANT:
31
SPECIFICATION REQUIREMENTS
STRENGTH:
5000 psi 0 28 Days
SLUMP:
6.0" Max
AIR:
N/A
TEST METHOD:
ASTM C -143
ASTM C -172
ASTM C -39
SAMPLE LOCATION:
Along 12, Lien E.5 -
Project No.: 43- 2333 -98
Project: GTE Shared Services
Coppell Road & Corporate Drive
Coppell, Texas
PLACEMENT DATE 02/10/1999 BATCH TIME 8:39am
TIME SAMPLED N/A BY: Mike Odom
WEATHER CONDITIONS: Cloudy
TEMPERATURE (F) - AIR 70 F CONCRETE: 75 F
TRUCK NO: 428 TICKET NO: 1236405
AIR CONTENT (%): N/A UNIT WEIGHT (pcn: N/A
PLACEMENT LOCATION:
See page l
Note: Ten (10) gallons of water added.
REPORT OF TESTS
CYLINDER
MARKED
SET NO.
5 1
5 2
5 3
5 4
5 5
5 6
5.50
5.50
5.50
5.50
5.50
5.50
DATE
TESTED
02/12/1999
02/17/1999
02/17/1999
03/10/1999
03/10/1999
04/07/1999
AGE
(days)
2
7
7
28
28
56
MAXDvIUM
LOAD
(ibs.force)
92640
127750
121840
Average
ACCUMULATIVE YARDS 530
COMPRESSIVE
STRENGTH
(psi)
3280
FRACTURE
TYPE
4520
4310
4420
Technician: Mike Odom Started: 2:00am Finished: 12:00pm � Engine nC.
Report Distribution:
(1) The Beck Group (1) The Beck Group
(t) Gromatzky Dupree & Assoc. (1) Dalcan, Inc. Eugene Harbour
(1) Brockette Davis Drake, Inc. Vice President
(1) 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.
MEASURED
SLUMP
(inches)
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CONCRETE COMPRESSIVE STRENGTH TEST' fBC
ENGIIV FP 111G, INC.
8,901 Carpenter Fury., Suite #100
Dallas, Taw 75247
Date of Service: 01/20/1999 Report No.: 9902678 Report Date
02/19/1999
Client No.: 08644025
Client: The Beck Group
Attn: Gillett Berger
1700 Pacific Ave., Suite 3800
Dallas TX 75201 -4619
CONCRETE CLASS: 8208
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
PROJECT DATA
CONTRACTOR: BECK
CONCRETE SUPPLIER TXI
PLANT: 41
SPECIFICATION
STRENGTH:
SLUMP:
AIR:
TEST METHOD:
REQUIREMENTS
5000 psi @ 28 Days
5.0" Max
N/A
ASTM C -143
ASTM C -172
ASTM C -39
SAMPLE LOCATION:
10 L, M, N & l l - E
PLACEMENT DATE: 01/20/1999 BATCH TIME 1:51pm
TIME SAMPLED: 3 :00pm BY: Ervin Farris
WEATHER CONDITIONS: Cloudy
TEMPERATURE (F) - AIR 72 F CONCRETE: 74 F
TRUCK NO: 456 TICKET NO: 1220454
AIR CONTENT (%): N/A UNIT WEIGHT (pcf): N/A
PLACEMENT LOCATION:
Columns Level tats Area 4B Vs 10 -K, L, M, N, I I -E & F, 12 -E & F, 13 -E, F, G, H & 12 -G
REPORT OF TESTS
CYLINDER
MARKED
SET NO.
I I
1 2
MEASURED
SLUMP
(inches)
c PI`
II
1 3
3.00
1 4
3.00
1 5
3.00
1 6
3.00
Technician Ervin Farris
Report Distribution:
(1) The Beck Group
(l) Gromatzky Dupree & Assoc.
(1) Brockette Davis Drake, Inc.
(1) The Beck Group
DATE
TESTED
01/23/1999
01/23/1999
01/27/1999
01/27/1999
02/17/1999
02/17/1999
AGE
(days)
3
3
Started: 3:00pm
(1) The Beck Group
(1) Dalcan, Inc.
g g�
Eugene Harbour
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.
7
7
28
28
Project: GTE Shared Services
Coppell Road & Corporate Drive
Coppell, Texas
MAXIMUM
LOAD
(Ibs. force)
141020
132230
Average
147240
151320
Average
207080
214000
Average
ACCUMULATIVE YARDS: 10
COMPRESSIVE
STRENGTH
(psi)
FRACTURE
TYPE
4990
4680
4840
5210
5350
5280
7320
7570
7450
Finished: 5:00pm � En i Inc
Project No.: 43- 2333 -98
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