Amberpoint BP 2R-LR060213CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94051418.0153
Service Date: February 2, 2006
'lrermcon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client:
Transwestern Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd Ste 600 W
Dallas TX 75244
Buildings 4, 5 and 6
505 South Royal Lane
Coppell, TX
Project No.: 94051418
Material Information
Specified Strength: 4000 psi ~ 28 Days
Batch Time: 2:50pm Plant: 3
Supplier: Lattimore
Truck No: 964 Ticket No: 3208417
Mix I.D. No.: 1851
Water Added Onsite Before Test: 0Gallons
Water Added Onsite After Test: 0 Gallons
Field Test Data
Sample Information
Date Cast: February 2, 2006
Technician: Ira S. Haynes
Weather Conditionszglear
Accumulative Yards:9/9
Placement Method: Direct Discharge
Sample Locations: Sta. 3+87.84, Line C
Placement Location: Inlet
Time:4:05pm
Test Method
Test Result Specification
Slump, inches: 4.50 ASTM C143
Air Content, %: 3.1 ASTM C231
Ambient Temperature, o F: ASTM C1064
Plastic Unit Weight, pcf: ASTM C138
Laboratory Test Data Age at Maximum Compressive
Set Specimen Diameter=nAirnecah~ ~ Date Test Load
No. ID (inches) ( Tested (days) (lbs)
1 1 6.00 02/09/2006 7 96,330
1 2 6.00 02/09/2006 7 96,580
Average
1 3 3/02/2006 28
1 4 ~3/02/2006 28
Comments: Not tested for plastic unit weight.
Services -
Strength
(psi)
3,410
3,420
3,420
Obtain samples of fresh concrete at the placement 3cations, perform required field tests and cast compressive
strength samples.
Technician: Ira S. Haynes
Report Distribution: ~
(1) Transwestern Commercial Services (1) O'Brien & Assoc
(1) City of Coppell TX (1) TechniStructures Reviewed by:
(1) City of Coppell TX Hussein H. Abusaad, PE.
(1) Rogers O'Brien Construction Co Senior Project Manager
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 consent of our company. 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
Page 1 of 1
FIELD DENSITY TESTING
Report Number: 94051418.0175
Service Date: February 7, 2006
'll'erracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client:
Transwestern Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd Ste 600 W
Dallas TX 75244
Report Date:
Project:
Project No.:
February 13, 2006
AmberPoint Business Park
Buildings 4, 5 and 6
505 South Royal Lane
Coppell, TX
94051418
Material Information
Proiect Requirements
Lab Test Data
Optimum Max. Lab
Water Dry Unit Water Minimum Dry
Material Laboratory Content Weight Content Unit Weight
No. Test Method Description and Classification (%) (pc0 (%) (% compaction)
1 514180001 ASTM D 698 Brown clay w/sand 19.0 101.2 -2/+2 95
Field Test Data Probe Water Dry Unit Dry Unit
Test Lift/ Mat. Depth Content Weight Weight
No. Test Location Bev. No. (inches) (%) (pcf) (% compaction)
Storm Sewer Line C
525 Sta. 0+50 4' BFG 1 6 19.8 97.4 96
526 Sta. 0+50 3' BFG 1 6 19.4 98.8 98
527 Sta. 0+50 2' BFG 1 6 20.2 98.0 97
528 Sra. 0+50 1' BFG 1 6 19.9 98.9 98
529 Sra. 0+50 Final 1 6 19.7 98.7 98
530 Sra. 3+50 3' BFG 1 6 20.1 98.6 97
531 Sra. 3+50 2' BFG 1 6 20.5 98.4 97
532 Sra. 3+50 1' BFG 1 6 20.3 98.7 98
533 Sra. 3+50 Final 1 6 20.9 98.2 97
534 Sra. 6+50 2' BFG 1 6 19.8 99.1 98
535 Sta. 6+50 1' BFG 1 6 20.6 99.5 98
536 Sra. 6+50 Final 1 6 20.7 99.6 98
Storm Sewer Line D
537 Sta. 2+00 5' BFG 1 6 19.1 99.6 98
538 Sta. 2+00 4' BFG 1 6 18.7 100.4 99
539 Sta. 2+00 3' BFG 1 6 18.9 100.2 99
540 Sta. 2+00 2' BFG 1 6 19.1 100.7 100
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This repot[ is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. 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.
FIELD DENSITY TESTING lrerracon
Client:Transwestern Commercial Services
Project Number:94051418
Report Number: 94051418.0175
Field Test Data Probe Water Dry Unit Dry Unit
Test Lift/ Mat. Depth Content Weight Weight
No. Test Location Elev. No. (inches) (%) (pc~ (% compact[on)
541 Sta. 2+00 1' BFG 1 6 19.3 99.9 99
542 Sta. 2+00 Final 1 6 19.0 100.0 99
Datum:BFG = below final grade
Comments:
Test results on this report meet project specification.
Services - Perform in-place density and moisture content tests to determine degree of compaction and material moisture
condition.
Field Test Method:ASTM D2922, ASTM D3017
Technician: Armando Rendon
Field Results Reported To: Superintendent
Repod Distribution: ~
(1) Transwestem Commercial Services (1) O'Brien & Assoc
(1) City of Coppell TX (1) TechniStructures Reviewed by:
(1) City of Coppell TX Hussein H. Abusaad, P.E.
(1) Rogers O'Brien Construction Co Senior Project Manager
The tests were performed in general accordance with applicable ASTM, AAS HTO, er 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 consent of our company. 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,