Amberpoint BP 2R-LR060330CONCRETE COMPRESSIVE STRENGTH TEST
Report Number 94051418 0204
Service Date February 15, 2006
l~err~con
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client: Report Date March 30, 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 10 29am Plant. On-site
Supplier Potter Concrete
Truck No 118 Ticket No 103008
Mix I D No 7752
Field Test Data
Test Result
Slump, inches 5 50
Air Content, % 5 0
Concrete Temperature,o F 70
Ambient Temperature,o F 65
Plastic Unit Weight, pcf•
Laboratory Test Data
Set Specimen Diameter Area
No ID (inches) (sq. inches)
1 1 6 00 28.27
1 2 6 00 28.27
1 3 6 00 28.27
1 4 6 00 28.27
Sample Information
Date Cast. February 15, 2006 Time 10 35am
Technician AI Rodriguez
Weather Conditions Mild
Accumulative Yards 40
Placement Method Direct Discharge
Sample Locations 100' S of Building along Building Line 2 9
Placement Location Pavement, S of Building #4
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)
02/22/2006 7 113,860 4,030
02/22/2006 7 112,000 3,960
Average (7 Days) 4,000
03/15/2006 28 146,260 5,170
03/15/2006 28 141,170 4,990
Average (28 Days) 5,080
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
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT fest 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 6 0, PoR~RO,-F~~ekey
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94051418 0204
Service Date• February 15, 2006
l~~rracon
8901 Carpenter Frvvy, Ste #100
Dalias, Texas 75247
{214) 630-1010
Client: Report Date March 30, 2006
Transwestern Commercial Services Project Amberl'oint 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 11 56am Plant. On-site
Supplier Potter Concrete
Truck No 108 Ticket No 103023
Mix I D No 7752
Sample Information
Date Cast: February 15, 2006 Time 12 10pm
Technician AI Rodriguez
Weather Conditions Mild
Accumulative Yards 180
Placement Method Direct Discharge
Sample Locations 50' S of Building along Building Line 4 0
Placement Location Pavement, S of Building #4
Field Test Data
Test Result Specification Test Method
Slump, inches 4 50 3-5 ASTM C143
Air Content, % 5 5 3-6 ASTM C231
Concrete Temperatureo F 72 ASTM C1064
Ambient Temperatureo F 68 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) (psij
2 1 6 00 28 27 02/22/2006 7 114,650 4,050
2 2 6 00 28 27 02/22/2006 7 139,980 4,950
Average (7 Days) 4,500
2 3 6 00 28.27 03/15/2006 28 125,450 4,440
2 4 6 00 28.27 03/15/2006 28 127,730 4,520
Average (28 Daysj 4,480
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
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 shad 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 6 01-PDRIR01-Future key
CONCRETE COMPRESSIVE STRENGTH TEST
b 94051418 0204
l~~rr~con
Report Num er
Service Date Februa 15, 2006 8901 Carpenter Fnnry, ste#1oo
rY Dallas, Texas 75247
(214) 630-1010
Client: Report Date March 30, 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
Maferial Information
Specified Strength 3600 psi @ 28 Days
Batch Time 12 18pm Plant. On-site
Supplier Potter Concrete
Truck No 118 Ticket No 103028
Mix I D No 7752
Field Test Data
Test Result
Slump, inches 4 00
Air Content, % 5 0
Concrete Temperature,o F 76
Ambient Temperature,o F 69
Plastic Unit Weight, pcf~
Laboratory Tesf Data
Set Specimen Diameter Area
No. ID (inches) (sq inches)
3 1 6 00 28.27
3 2 6 00 28.27
3 3 6 00 28.27
3 4 6 00 28.27
Sample Information
Date Cast. February 15, 2006 Time 1 OOpm
Technician AI Rodriguez
Weather Conditions Warm
Placement Method Direct Discharge
Sample Locations 40' S of Building along Building Line 6 0
Placement Location Pavement, S of Building #4
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)
02/22/2006 7 94,470 3,340
02/22/2006 7 113,530 4,010
Average (7 Days) 3,680
03/15/2006 28 154,220 5,450
03/15/2006 28 144,340 5,100
Average (28 Days) 5,280
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
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 3 of 6 °"oR~°,.F"°'a"aY
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number 94051418 0204
1(~rracon
8901 Carpenter Frwy, Ste #100
Service Date February 15, 2006 Dallas, Texas 75247
(214) 630-1010
Client: Report Date March 30, 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 1 56pm Plant. On-site
Supplier Potter Concrete
Truck No 118 Ticket No 103044
Mix I D No 7752
Sample Information
Date Cast. February 15, 2006 Time 2 10pm
Technician AI Rodriguez
Weather Conditions
Accumulative Yards 390
Placement Method Direct Discharge
Sample Locations 108' S of Building along Building Line 8 0
Placement Location Pavement, S of Building #4
Field Test Data
Test Result Specification Test Method
Slump, inches 5 50 3-5 ASTM C143
Air Content, % 5 0 3-6 ASTM C231
Concrete Temperature,o F 76 ASTM C1064
Ambient Temperature,o F 70 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)
4 1 6 00 28 27 02/22/2006 7 92,790 3,280
4 2 6 00 28.27 02/22/2006 7 98,030 3,470
Average (7 Days) 3,380
4 3 6 00 28.27 03/15/2006 28 123,430 4,360
4 4 6 00 28.27 03/15/2006 28 124,700 4,410
Average (28 Days) 4,390
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
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
Po 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 6 o,-POR~o,-FN~,akaY
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number 94051418 0204
Service Date. February 15, 2006
l~~rr~con
8901 Carpenter Fnnry, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client: Report Date March 30, 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 lnformafion
Specified Strength 3600 psi @ 28 Days
Batch Time 2.22pm Plant. On-site
Supplier Potter Concrete
Truck No 127 Ticket No 103049
Mix I D No 7752
Sample Information
Date Cast. February 15, 2006 Time 2 55pm
Technician AI Rodriguez
Weather Conditions:
Accumulative Yards 440
Placement Method Direct Discharge
Sample Locations 95' S of Building along Building Line 10 0
Placement Location Pavement, S of Building f#4
Field Test Data
Test Result Specification Test Method
Slump, inches 4 00 3-5 ASTM C143
Air Content, % 5 0 3-6 ASTM C231
Concrete Temperature,o F 78 ASTM C1064
Ambient Temperature,o F 73 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)
5 1 6 00 28.27 02/22/2006 7 116,200 4,110
5 2 6 00 28 27 02/22/2006 7 118,860 4,200
Average (7 Days) 4,160
5 3 6 00 28.27 03/15/2006 28 160,780 5,690
5 4 6 00 28.27 03/15/2006 28 125,700 4,450
Average (28 Days) 5,070
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
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 5 of 6 0'-PDWROLFuIUre Kay
CONCRETE COMPRESSIVE STRENGTH TEST
R rt N ber• 94051418 0204
l~~rr~con
epo um
Service Date Februa 15, 2006 8901 Carpenter Frwy, ste#1oo
ry Dallas, Texas 75247
(214) 630-1010
Client: Report Date• March 30, 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 3 18pm Plant. On-site
Supplier Potter Concrete
Truck No 118 Ticket No 103058
Mix I D No 7752
Field Test Data
Test
Slump, inches.
Air Content,
Concrete Temperature o F
Ambient Temperature,o F
Plastic Unit Weight, pcf•
Laboratory Test Data
Result
5 50
50
80
74
Set Specimen Diameter Area
No. ID (inches) (sq. inches)
6 1 6 00 28.27
Sample Information
Date Cast. February 15, 2006 Time 4 15pm
Technician AI Rodriguez
Weather Conditions. Warm
Accumulative Yards. 530
Placement Method Direct Discharge
Sample Locations 85' S of Building along Building Line 12 5
Placement Location Pavement, S of Building #4
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)
02/22/2006 7 93,190 3,300
6 2 6 00 28.27 02/22/2006 7 90,930 3,220
Average (7 Days) 3,260
6 3 6 00 28.27 03/15/2006 28 127,040 4,490
6 4 6 00 28.27 03/15/2006 28 122,400 4,330
Average (28 Days) 4,410
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
Technician AI Rodriguez
Report Distribution
(1) Transwestern Commercial Services (1) TechniStructures ~/ / /X Y
(1) City of Coppell TX (1) Rogers O'Brien Construction Co Reviewed by• /
(1) City otCoppell TX n H. Abusaad, P.E.
(1) O'Brien 8 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 6 of 6 Ot-PDRIROt-FN:re Key