Amberpoint BP 2R-LR060705CONCRETE COMPRESSIVE STRENGTH TEST
Report Number 94051418 0480
lf~rracon
Service Date June 22, 2006 8901 Carpenter Frwy Ste #100
Dallas Texas 75247
(214) 630-1010
Client Report Date July 05 2006
Transwestern Commercial Services Project. Am e~TF ~o n'~t B slu Hess Part
Attn David Gunderson Ings 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 5 08am Plant: 2 on site
Supplier Potter Concrete
Truck No 103 Ticket No 102340
Mix I D No 7752
Water Added Onslte Before Test: 0 Gallons
Water Added Onsite After Test 0 Gallons
Field Test Dafa
Test _ Result
Slump, inches 4 25
Alr Content, % 3 8
Concrete Temperature, °F 85
Ambient Temperature °F 78
Plastic Unit Weight, pcf~ 146 2
Laboratory Test Data
Set Specimen Diameter Area
No ID (inches) (sq inches}
1 1 6 00 28 27
2 6 00 28 27
1 3
1 4
06/29/2006 7 99,180 3,510
Average (7 Days) 3,510
07/20/2006 28
07/20/2006 2$
Services - Obtain sampies of fresh concrete at the placement locations perform required field tests and cast compressive
strength samples
7- /3
0
o~
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
Sample Information
Date Cast: June 22, 2006 Time 5 35am
Sampled by Eric G Jernigan
Weather Conditions Partly cloudy humid
Accumulative Yards 500 Batch Size (cy) 30 00
Placement Method Chute
Sample Locations Set #1 location, see attached sketch
Placement Location Parking Paving and Fire Lane on NE side of
Building 5
Specification _ Test Method
3-5 ASTM C 143
3-6 ASTM C231
ASTM C1064
ASTM C1064
r ASTM C138
Age at Maximum Compressive
D e
at T st
a Load Strength
Tested (days) (Ibs) (psi)
06/29/2006 7 98,900 3,500
Page 1 of 4 o~_EM~~~,-F~~~,e Kev
GONCRETE COMPRESSIVE STRENGTH TEST
Report Number 94051418 0480
Service Date June 22, 2006
l~~rracon
8901 Carpenter Frwy Ste #1 DO
Dallas Texas 75247
(214) 630-1010
Client. Report Date July 05 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 23am Plant: 2 on site
Supplier Potter Concrete
Truck No 101 Ticket No 102355
Mlx l D No 7752
Water Added Onslte Before Test: 0 Gallons
Water Added Onslte After Test 0 Gallons
Sample Information
Date Cast: June 22, 2006 Time 7 50am
Sampled by Erlc G Jernigan
Weather Conditions Cloudy, overcast, humid
Accumulative Yards 500 Batch Slze (cy) 180 00
Placement Method Chute
Sample Locations Set #2 location see attached sketch
Placement Location Paving Parking and Fire Lane on N side of
Building 5
Field Test Data
Test Result Specification Test Method
Slump, inches 4 00 3-5 ASTM C143
Air Content, °~0 3 5 3-6 ASTM C231
Concrete Temperature, of g0 ASTM C1064
Ambient Temperature, °F 82 ASTM C1064
Plastic Unlt Weight, pcf 142 2 ASTM C138
Laboratory Test Data
Age at Maximum Compressive
Set Specimen Diameter Area Date Test Load Strength
No 1D (inches) (sq inches) Tested (days) (Ibs) (psi)
2 1 6 00 28 27 06/29/2006 7 100,670 3,560
2 2 6 00 28 27 06/29/2006 7 104,160 3,680
Average (7 Days) 3,620
2 3 07/20/2006 28
2 4 07/20/2006 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 AA5HT0 or DOT test methods This report is exclusively for the use of fhe clienf
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 of the location(si referenced and are not necessarily indicative of the properties of other apparently similar or identical
materials
Page 2 of 4 0, EM~,R9,-~~,~,e Krv
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number- 94051418 0480
Service Date June 22, 2006
l~~rr~con
8901 Carpenter Frwy Ste #100
Dallas Texas 75247
(214) 630-1010
Client Report Date July 05, 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 52am Plant. 2 on site
Supplier Potter Concrete
Truck No 107 Ticket No 102370
Mix I D No 7752
Water Added Onslte Before Test : 0 Gallons
Water Added Onslte After Test: 0 Gallons
Field Test Data
Test _ Result
Slump, inches 3 50
Air Content, °% 3 3
Concrete Temperature, of 94
Ambient Temperature of 91
Plastic Unit Weight, pcfi 146 4
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 June 22, 2006 Time 10 25am
Sampled by Erlc G Jernigan
Weather Condltlons Overcast, cloudy
Accumulative Yards 500 Batch Size (cy) 330 00
Placement Method Chute
Sample Locations Set #3 location see attached sketch
Placement Location Parking, Paving and Fire Lane on NE side of
Building 5
Specification Test Method
3-5 ASTM C143
3-6 ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (Ibs) (psi)
06/29/2006 7 111,930 3,960
06/29/2006 7 111,590 3,950
Average (7 Days) 3,960
07/20/2006 28
07/20/2006 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 locations i referenced and are not necessarily indicative of the properties of other apparently similar or identical
materials
Page 3 of 4 °'_~"";"°' ""°,r"`"
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number 94051418 0480
Service Date June 22, 2006
l~~rracon
8901 Carpenter Frwy Ste #100
Dallas Texas 75247
(214)630-1010
Client. Report Date July 05 2006
Transwestern Commercial Services Project AmberPomt Busyness 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 12 24pm Plant: 2 on site
Supplier Potter Concrete
Truck No 103 Ticket No 10285
Mlx I D No 7752
Water Added Onsite Before Test: 0 Gallons
Water Added Onsite After Test: 0 Gallons
Field Test Data
Test Result
Slump, inches 5 00
Alr Content, % 3 g
Concrete Temperature, °F g5
Ambient Temperature ~F 93
Plastic Unlt Weight, pcf 146 4
Laboratory Test Data
Set Specimen Diameter Area
No ID (inches) (sq inches)
4 1 6 00 28 27
Sample Information
Date Cast: June 22, 2006 Time 1 20pm
Sampled by Erlc G Jernigan
Weather Condltlons Sunny, hot and humid
Accumulative Yards 500 Batch Size (cy) 480 00
Placement Method Chute
Sample Locations Set #4 location, see attached sketch
Placement Location Paving, Parking & Fire Lane on N side of
Budding 5
Specification
3-5
3-6
Test Method
ASTM C 143
ASTM C231
ASTM C 1064
ASTM C1064
ASTM C138
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (Ibs} (psi)
06/29/2006 7 90,470 3.200
4 2 6 00 28 27 06/29/2006 7 87,030 3,080
Average (7 Days) 3,140
4 3 07/20/2006 28
4 4 07/20/2006 28
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 Dlstr!bution
i 1) Transwestern Commercial Services i 1 J TechniStructures
, i t City of Coppeu TX i 9) Rogers O'Bren Construction Co R2VIeWed by
(1) City of Coppell TX
Hussein H Abusaad P E
t11 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 4 of 4 ~, EM~,R~,-F~~~,e Key