Amberpoint BP 2R-LR060519CONCRETE COMPRESSIVE STRENGTH TEST l~~rr~cor~
Report Number 94051418 0391
Service Date May 11, 2006 8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client: Report Date- May 19, 2006
Transwestern Commercial Services Project. AmberPoint Business Park
Attn David Gunderson Buildings 4, 5 and 6
5001 Spring Valley Rd Ste 600 W 505 South Royal Lane
Dallas TX 75244 Coppell, TX
Project No . 94051418
Material Information
Specified Strength 4600 psi @ 28 Days
Batch Time 6 54am Plant. 2
Supplier Potter
Truck No 104 Ticket No 101707
Mix I D No 7723
Water Added Onsite Before Test. OGallons
Water Added Onsite After Test: 0 Gallons
Field Test Data
Test
Result
Sample Information
Date Cast: May 11, 2006 Time 7 30 a m
Sampled by' Eric G Jernigan
Weather Conditions Partly sunny, cool
Accumulative Yards 20/150
Placement Method Pump
Sample Locations Fire Lane at NW corner of job
Placement Location 5" Pavement of NW corner of job NW
Entrance, Fire Lane and Pavement
Specification
3-5
3-5
Test Method
Slump, inches
Air Content,
Concrete Temperature, ~F
Ambient Temperature,~F
Plastic Unit Weight, pcf~
Laboratory Tesf Data
5 00
3.2
80
65
Set Specimen Diameter Area
No. ID (inches) (sq inches)
1 1 6 00 28 27
2 6 00 28 27
3
4
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (Ibs) (psi)
05/18/2006 7 133,720 4,730
05/18/2006 7 123,460 4,370
Average (7 Days) 4,550
06/08/2006 28
06/08/2006 28
Comments' Not tested for plastic unit weight.
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples
Terracon Rep Eric G Jernigan
Report Distribution
(1) Transwestern Commercial Services (1) TechniStructures J
(1) City of Coppell TX (1) Rogers O'Brien Construction Co Reviewed by~ ~/
(1) City of Coppell TX °
(1) O'Brien & Assoc Hussein H Abusaad, P E.
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
materials.
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CONCRETE COMPRESSIVE STRENGTH TEST
N b 94051418 0393
1 ~~rracon
Report um er
Service Date Ma 11, 2006 8901 Carpenter Fnvy, Ste #100
Y Dallas, Texas 75247
(214} 630-1010
Client: Report Date May 19, 2006
Transwestern Commercial Services Project: AmberPoint Business Park
Attn David Gunderson Buildings 4, 5 and 6
5001 Spring Valley Rd Ste 600 W 505 South Royal Lane
Dallas TX 75244 Coppell, TX
Project No. 94051418
Material Information
Specified Strength 3600 psi @ 28 Days
Batch Time 9 32am Plant. 2
Supplier Potter Concrete
Truck No 104 Ticket No 101722
Mix I D No 7752
Water Added Onsite Before Test 0 Gallons
Water Added Onsite After Test. 0 Gallons
Field Test Data
Test
Slump, inches
Air Content,
Concrete Temperature, °F
Ambient Temperature,°F
Plastic Unit Weight, pcf•
Result
4 00
36
87
72
Laboratory Test Data
Set Specimen Diameter Area
No. ID (inches) (sq. inches)
1 1 6 00 28.27
Sample Information
Date Cast. May 11, 2006 Time 9 55am
Sampled by Eric G Jernigan
Weather Conditions Sunny, clear, mild
Accumulative Yards 20/110
Placement Method Pump
Sample Locations Center of Approach
Placement Location Pavement, Fire Lane and Parking on NW
corner of job site
Specification
3-5
3-6
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (Ibs) {psi)
05/18/2006 7 128,650 4,550
1 2 6 00 28.27 05/18/2006 7 116,490 4,120
Average (7 Days) 4,340
1 3 06/08/2006 28
1 4 06/08/2006 28
Comments Not tested for plastic unit weight.
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples
Terracon Rep Eric G Jernigan
Report Distribution
(1) Transwestern Commercial Services (1) TechniStructures
(1) City of Coppell TX (1) Rogers O'Brien Construction Co Reviewed by•
(1) City of Coppell TX Hussein H Abusaad, P E.
(1) O'Brien & Assoc
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
materials
Page 1 of 1 °'.""R°'"`°`"ekav