Amberpoint BP-LR020422 (2)CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0214
Service Date: April 15, 2002
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Client: Transwestern Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd. Suite 600W
Dallas TX 75244
Report Date: April 22, 2002
Project: Amberpoint Building No. 1
Amberpoint Bus. Pk. @ Coppell
Coppell, Texas
Project Number: 94021029
Ma terial In formation
Specified Strength: 3000 psi @ 28 Days
Batch Time: 10:04am Plant: 16
Supplier: Potter
Truck No: 102
Mix I.D. No.: 9337
Ticket No: 612967
70
Sample Information
Sample Time: 10:30am Date Cast: April 15, 2002
Technician: Gerry Graham
Weather Conditions: Cloudy
Accumulative Yards: 10
Placement Method: Direct Discharge
Sample Locations: Pier G.7-11
Placement Location: Pier G.7-11, H.4-11, J.4-11
Field Test Data
Test Result Specification Test Method
Slump, inches: 5.75 6-7 ASTM C-143
Air Content, %: N/A
Concrete Temperature,° F: ASTM C1064
Ambient Temperature, o F: ASTM C-1064
Plastic Unit Weight, pcf:
Laboratory Test Data
Age at
Set Specimen Diameter Area Date Test
No. ID (inches) (sq. inches) Tested (days)
1 I 6.00 28.27 04/22/2002 7
1 2 6.00 28.27 04/22/2002 7
Average
1 3 05/13/2002 28
1' 4 05/13/2002 28
Maximum Compressive
Load Strength
(lbs) (psi)
104,380 3,690
107,380 3,800
3,750
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Gerry Graham
Report Distribution:
(1) Transwestern Commercial Services
(1) O'Brien & Associates Inc
(1) TechniStructures Inc
(1) City of Coppell - Constr Insp
(1) City of Coppell- Bldg Insp
(1) Hill & Wilkinson Ltd
(1) Halff Associates
(1) State Farm Insurance
Reviewed by:
HBC Enginee_~
Eugene Harbour
Principal
The tests were performed in general accordance with applicable ASTM. AASHTO, or DOT test methods. This report is exclusively for the use or,he client
indicated above and shall not be reproduced except in full without the written approval of Terracon. Test results transmitted herein are only applicable
to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical
materials.
Page 1 of 1 °' ~'~°'
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0209
Service Date: April 12, 2002
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Client: Transwestern Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd. Suite 600W
Dallas TX 75244
Report Date: April 22, 2002
Project: Amberpoint Building No. 1
Amberpoint Bus. Pk. (~ Coppell
Coppell, Texas
Project Number: 94021029
Material Information
Specified Strength: 3000 psi @ 28 Days
Batch Time: 10:33am Plant: 16
Supplier: Potter
Truck No: 112
Mix I.D. No.: 9337
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature,° F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Laboratory Test Data
Ticket No: 612914
Sample Information
sample Time: 10:45am Date Cast:April 12, 2002
Technician: Gerry Graham
Weather Conditions: Fair, clear
Accumulative Yards: 10
Placement Method: Direct Discharge
Sample Locations: A/1 and A/1.5
Placement Location: Piers
Result Specification Test Method
6.25 5-7 ASTM C-143
2.6 N/A ASTM C-231
77 ASTM C1064
72 ASTM C-1064
Age at
Maximum Compressive
Set Specimen Diameter Area Date Test Load Strength
No. ID (inches) (sq. inches) Tested (days) (lbs) (psi)
1 I 6.00 28.27 04/19/2002 7 99,900 3,530
1 2 6.00 28.27 04/19/2002 7 97,240 3,440
Average 3,490
1 3 05/10/2002 28
1 4 05/10/2002 28
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Gerry Graham
Report Distribution:
(1) Transwestern Commercial Services
(1) O'Brien & Associates
(1) TechniStructures Inc
(1) City of Coppell - Constr Insp
(1) City of Coppell - Bldg Insp
(1) Hill & Wilkinson Ltd
(1) Halff Associates
(1) State Farm Insurance
Reviewed by:
HBC Engineering
Eugene~Harbour
Principal
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the c~ient
indicated above and shall not be reproduced except in tull without the written approval of Terracon. Test results transmitted herein are only applicable
to the actual samples tested at the location(s) referenced and are not necessarily indicative of the propedies of other apparently similar or identical
materials.
Page 1 of 1 °~ LLW~Ol F~
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0203
Service Date: April 11,2002
Client: Transwestern Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd. Suite 600W
Dallas TX 75244
8901 Carpenter Frwy., Suite#100
Dallas, Texas 75247
(214) 630-1010
Report Date: April 22, 2002
Project: Amberpoint Building No. 1
Amberpoint Bus. Pk. (~ Coppell
Coppell, Texas
Project Number: 94021029
Material Information
Specified Strength: 3000 psi @ 28 Days
Batch Time: 11:55am
Supplier: Potter
Truck No: - 1888
Mix I.D. No.: 9337
Plant: 29
Ticket No: 42483
Sample Information
sample Time: 1:00pm Date Cast: April 11,2002
Technician: Steve Campbell
Weather Conditions: Clear
Accumulative Yards: 10
Placement Method: Direct Discharge
Sample Locations: Pier N-2
Placement Location: Piers M-2, N-2, 0-2
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, o F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Laboratory Test Data
set specimen
No. ID
1 1
1 2
I 3
I 4
Services -
Result Specification Test Method
5.00 6-7 ASTM C-143
1.1 None ASTM C-231
ASTM C1 O64
75 ASTM C-1064
76
Age at Maximum Compressive
Diameter Area Date Test Load Strength
(inches) (sq. inches) Tested (days) (lbs) (psi)
6.00 28.27 04/18/2002 7 87,200 3,080
6.00 28.27 04/18/2002 7 94,800 3,350
Average 3,220
05/09/2002 28
05/09/2002 28
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Steve Campbell
Repod Distribution:
(1) Transwestern Commercial Services
(1) O'Brien & Associates Inc
(1) TechniStructures Inc
(1) City of Coppell - BIdg Insp
(1) Hill & Wilkinson Ltd
(1) Halff Associates
Reviewed by:
HBC En~
Eugene Harbour
Principal
(1) City of Coppell - Constr Insp (1) State Farm Insurance
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. 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 Terracon. Test resutts transmitted herein are only applicable
to the actual samples tested at the location(s) referenced and are not necessarity indicative of the propedies of other apparently similar or identical
materiats. Page 1 of 1