Amberpoint BP-LR020514CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0214
Service Date: April 15, 2002
Client: Transwestem Commercial Services
Attn: Jim Gaspard
5001 Spdng Valley Rd. Suite 600W
Dallas TX 75244
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Report Date: May 14, 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: 10:04am
Supplier: Potter
Track No: 102
Mix i.D. NO.: 9337
Plant: 16
Ticket No: 612967
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: PierG.7-11
Placement Location: Pier G.7-11, H.4-11, J.4-11
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature,o F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Laboratory Test Data
Result
5.75
70
Specification
Test Method
6-7 ASTM C-143
N/A
ASTM C1064
ASTM C-1064
Set Specimen Diameter Area Date
No. ID (inches) (sq. inches) Tested
1 1 6.00 28.27 04/22/2002
I 2 6.00 28.27 04/22/2002
I 3 6.00 28.27 05/13/2002
I 4 6.00 28.27 05/13/2002
Age at Maximum Compressive
Test Load Strength
(days) (lbs) (psi)
7 104,380 3,690
7 107,380 3,800
Average 3,750
28 138,590 4,900
28 131,940 4,670
Average 4,790
Services - Obtain samples of fresh concrete at the placement locations, perform required tield 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 Coppall - Constr Insp
(1) City of Coppell - Bldg Insp
(1) Hill & Willdnson Ltd
(1) Halff Associates
(1) State Farm Insurance
Reviewed by:
HBC Eng~
Eugene Harbour
Principal
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This relxxt is exclusively for the use of the client
indicated above and shall n~ be reproduced excal~ in full ,~tout the written approval of Termcon. Test results transmitted heroin are only applicalde
to the actual samples tested at the location(s) referenced and ara not necesesdly indicative of the propedJes of other apparently similai' or identical
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REPORT OF DRILLED BELLED PIER OBSERVATION
Report Number: 94021029.0257
Service Date: April 30, 2002
Client: Transwestem 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: May 14, 2002
Project: Amberpoint Building No. 1
Amberpoint Bus. Pk. (~ Coppell
Coppell, Texas
Project Number: 94021029
Services: Ddlled belled pier observation
On this date, an HBC Engineering technician ardved at the above referenced jobsite as scheduled for
drilled belled pier observation. See the attached sheet(s) for recorded data.
Technician: Gerry Graham
Report Distribution: HB~ng
(1) Transweatem Commercial Services (1) City of Coppeil - Bldg Insp
(1) O'Brfim & Associates Inc (1) Hill & Wilkinson Ltd Reviewed by:
(1) TechniStructures Inc (1) Halff Associates Eugene Harbour
(1) City of Coppell - Constr Insp (1) State Farm Insurance 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 client
indicated above and shell not be reproduced except in full without the written approval of Terracan. Test results transmitted herein are only applicable
to the actual samples tested at the location(s) referenced and are not neceesadly indicative of the properties of other apparently similar or identical
materials.
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