Amberpoint BP 2R-LR060606CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94051418 0418
l~~rracon
Service Date: May 26, 2006 8901 Carpenter Envy, Ste #100
Dallas, Texas 75247
(214)630-1010
Client: Report Date: June 06, 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 Gm 28 Days
Batch Time 5 50am Plant: 2
Supplier- Potter Concrete
Truck No 104 Ticket No 101855
Mix I D No 7723
Water Added Onsite Before Test: OGallons
Water Added Onsite After Test. 0 Gallons
Field Test Data
Test
Result
3.25
28
85
75
144 1
Samale Information
Date Cast: May 26, 2006 Time 6.20am
Sampled by• Eric G Jernigan
Weather Conditions: partly sunny, humid
Accumulative Yards: 20/340
Placement Method Direct Discharge
Sample Locations. See attached sketch for Location #1
Placement Location Pavement, Parking and Fire Lane
Specification
3-5
3-5
Test Method
Slump, inches.
Air Content,
Concrete Temperature, ~F
Ambient Temperature,aF
Plastic Unit Weight, pcf~
Laboratory Test Data
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
* =Field Test Results do not meet project specifications.
Set Specimen Diameter Area
No. ID (inches (sq. inches)
1 1 6 00 28.27
1 2
6 00 28.27
1 3
1 4
Services - n/a
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (Ibs) (psi)
06/02/2006 7 106,930 3,780
06/02/2006 7 135,100 4,780
Average (7 Days) 4,280
06/23/2006 28
06/23/2006 28
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
indicafed 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 3 Ot-ACSIR01-F~re Key
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94051418 0418
Service Date: May 26, 2006
l~~rracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630.1010
Client: Report Date: June 06, 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 8 02am Plant: 2
Supplier Potter Concrete
Truck No 110 Ticket No 101870
Mix I D No 7723
Water Added Onsite Before Test. 0 Gallons
Water Added Onsite After Test. 0 Gallons
Sample Information
Date Cast. May 26, 2006 Time 8.25am
Sampled by' Eric G Jernigan
Weather Conditions Sunny, clear, nice
Accumulative Yards: 170/340
Placement Method Direct Discharge
Sample Locations: See attached sketch for Location #2
Placement Location Pavement, Parking and Fire Lane
Field Test Data
Test Result Specification Test Method
Slump, inches 5 00 3-5 ASTM C143
Air Content, % 4 5 3-5 ASTM C231
Concrete Temperature, ~F 86 ASTM C1064
Ambient Temperature,~F 80 ASTM C1064
Plastic Unit Weight, pcf• ASTM C138
Laboratory Test Data Age at Maximum Compressive
Set Specimen Diameter Area Date Test Load Strength
No. ID (inches) (sq. inches) Tested (days) (Ibs) (psi)
2 1 6 00 28.27 06/02/2006 7 107,020 3,780
2 2 6 00 28.27 06/02/2006 7 104,090 3 680
Average (7 Days) 3,730
2 3 06/23/2006 28
2 4 06/23/2006 28
Comments: Not tested for plastic unit weight.
Services - n/a
The tests were pertormed 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 2 of 3 Ot-ACS?t01-FWwe Hey
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94051418 0418
Service Date May 26, 2006
lf~rracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client: Report Date. June 06, 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 10.OOam Plant. 2
Supplier Potter Concrete
Truck No 107 Ticket No 101885
Mix I D No 7723
Water Added Onsite Before Test: 0 Gallons
Water Added Onsite After Test. 0 Gallons
Sample Information
Date Cast. May 26, 2006 Time 10.30am
Sampled by' Eric G Jernigan
Weather Conditions: Sunny, nice
Accumulative Yards. 320/340
Placement Method Direct Discharge
Sample Locations• See attached sketch for Location #3
Placement Location Pavement, Parking and Fire Lane
Field Test Data
Test Result Specification Test Method
Slump, inches 3 50 3-5 ASTM C143
Air Content, % 3 7 3-5 ASTM C231
Concrete Temperature, ~F 89 ASTM C1064
Ambient Temperature,~F 83 ASTM C1064
Plastic Unit Weight, pcf• ASTM C138
Laboratory Test Data Age at Maximum Compressive
Set Specimen Diameter Area Date Test Load Strength
No. ID (inches) (sq. inches) Tested (days) (Ibs) psi)
3 1 6 00 28.27 06/02/2006 7 131,390 ,650
3 2 6 00 28.27 06/02/2006 7 125,280 4 0
Average (7 Days) 4,540
3 3 06/23/2006 28
3 4 06/23/2006 28
Comments' Not tested for plastic unit weight.
Services - n/a
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 ~
(1) O'Brien & Assoc Hussein H. Abusaad, P.E.
Senior Project Manager
The tests were pertormed 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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