Amberpoint BP 2R-LR060613.CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94051418 0421
Service Date• May 30, 2006
Client:
Transwestern Commercial Services
Attn David Gunderson
5001 Spring Valley Rd Ste 600 W
Dallas TX 75244
Material Information
Specified Strength 3600 psi ~ 28
Batch Time
Supplier
Truck No
Mix I D No
Field Test Data
Test
6 30am Plant.
Potter Concrete
127
7752 ,
Slump, inches.
Air Content,
Concrete Temperature, °F
Ambient Temperature,oF
Plastic Unit Weight, pcf~
Result
5 00
4.2
88
75
144 0
Laboratory Test Data
Set Specimen Diameter Area
No. ID (inches) (sq. inches)
1 1 6 00 28.27
1 2 6 00 28.27 D
1 3 ~~/
1 4
101904
rt D -
AmberPoint
l~erracon
8901 Carpenter Frwy, Ste #100
~'S and 6
~ 505 South Royal Lane
Coppell, TX
Project No.• 94051418
Sample Information
Date Cast. May 30, 2006 Time 6 55am
Sampled by' Daniel J Drogos
Weather Conditions Overcast humid
Accumulative Yards 70/420
Placement Method Direct Discharge
Sample Locations. Approx. 50' N & 50' E of SW comer of area
poured
Placement Location Pavement, 7" for Loading Bay Area Located
in the NE Section of Building #4
Specification Test Method
3-5 ASTM C143
3-6 ASTM C231
ASTM C1064
ASTM C 1064
142.2 ASTM C138
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (Ibs) (psi)
06/06/2006 7 95,410 3,370
06/06/2006 7 89,470 3,160
Average (7 Days) 3,270
06/27/2006 28
06/27/2006 28
Services - Obtain samples of fresh concretE3at the placement locations, perform required field tests and cast compressive
strength samples
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 4 Ot-NCS/R01-F~eKay
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94051418 0421
l~~rracon
8901 Carpenter Frwy, Ste #100
Service Date: May 30, 2006 Dallas, Texas 75247
(214) 630-1010
Client: Report Date:June 13, 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 Sample Information
Specified Strength 3600 psi @ 28 Days Date Cast. May 30, 2006 Time 8 10am
Sampled by Daniel J Drogos
Batch Time 8 03am Plant: 2 Weather Conditions• Hot, cloudy
Supplier Potter Concrete Accumulative Yards 210/420
Truck No 125 Ticket No 101918 Placement Method Direct Discharge
Mix I D No 7752 Sample Locations Approx 50' N & 150' E of SW corner of
poured slab
Placement Location Pavement, 7" for Loading Bay Area Located
in the NE Section of Building #4
Field Test Data
Test Result Specification Test Method
Slump, inches: 5 00 3-5 ASTM C143
Air Content, % 4.2 3-6 ASTM C231
Concrete Temperature, °F 86 ASTM C1064
Ambient Temperature,°F 78 ASTM C1064
Plastic Unit Weight, pcf• 143.2 142.2 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 06/06/2006 7 98,490 3,480
2 2 6 00 28.27 06/06/2006 7 102,370 3,620
Average (7 Days) 3,550
2 3 06/27/2006 28
2 4 06/27/2006 28
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples
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 2 of 4 07-ACS/R01-FUdwe Key
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94051418 0421
l~err~con
8901 Carpenter Frwy, Ste #100
Service Date• May 30, 2006 Dallas, Texas 75247
{214) 630-1010
Client: Report Date• June 13, 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 9~04am Plant: 2
Supplier Potter Concrete
Truck No 108 Ticket No 101926
Mix I D No 7752
Field Test Data
Test Result
Siump, inches. 4 75
Air Content, % 4 4
Concrete Temperature, aF 86
Ambient Temperature,aF 7g
Plastic Unit Weight, pcf~ 142.8
Laboratory Test Data
Set Specimen Diameter Area
No, ID (inches) (sq• inches)
3 1 6 00 28.27
3 2 6 00 28.27
3 3
3 4
Sample Information
Date Cast. May 30, 2006 Time 9.22am
Sampled by• Daniel J Drogos
Weather Conditions Cloudy, humid
Accumulative Yards 290/420
Placement Method Direct Discharge
Sample Locations. Approx 50' N & 350' E of SW corner of
poured slab
Placement Location Pavement, 7" for Loading Bay Area Located
in the NE Section of Building #4
Specification
3-5
3-6
142.2
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Age at Maximum Compressive
Date Test Load Strength
Tested da sj (ibs) (psi)
06/06/2006 7 115,940 4,100
06/06/2006 7 112,870 3,990
Average (7 Days) 4,050
06/27/2006 28
06/27/2006 28
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of fhe 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 3 of 4 O1-ACS/R41-FuNe Key
.CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94051418 0421
l~~rr~con
Service Date: May 30, 2006 8901 Carpenter Frwy, ste #too
Dallas, Texas 75247
(214) 630.tot0
Client: Report Date: June 13, 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 Sample Information
Specified Strength 3600 psi @ 28 Days Date Cast May 30, 2006 Time 10•Siam
Sampled by• Daniel J Drogos
Batch Time 10:21am Plant. 2 Weather Conditions Partly cloudy, humid
Supplier Potter Concrete Accumulative Yards 390/420
Truck No 125 Ticket No 101936 Placement Method Direct Discharge
Mix I D No 7752 Sample Locations. Approx 50' N & 450' Eof SW corner of
poured slab
Placement Location Pavement, 7" for Loading Bay Area Located
in the NE Section of Building #4
Field Test Data
Test Result Specification Test Method
Slump, inches 5 00 3-5 ASTM C143
Air Content, % 4.2 3-6 ASTM C231
Concrete Temperature, ~F 8g ASTM C1064
Ambient Temperature,~F 76 ASTM C1064
Plastic Unit Weight, pcf• 142.4 142.2 ASTM C138
Laborator~r Test Data
Age at Maximum Compressive
Set Specimen Diameter Area Date Test Load Strength
No. ID (inches) (sq. inches) Tested (days) (Ibs) (psi)
4 1 6 00 28.27 06/06/2006 7 96,740 3,420
4 2 6 00 28.27 06/06/2006 7 88,790 3,140
Average (7 Days) 3,280
4 3 06/27/2006 28
4 4 06/27/2006 28
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples
Terracon Rep Daniel J Drogos
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
(t) 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.
Page 4 of 4 01-ACSR201-F,Nre Kay