Amberpoint BP 2R-LR060414CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94051418 0291
lf~rracon
8901 Carpenter Frwy, Ste #100
Service Date March 16, 2006 Dallas, Texas 75247
(214) 630-1010
Client: Report Date April 14, 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 1 09pm Plant 2
Supplier Potter Concrete
Truck No 106 Ticket No 100722
Mix I D No 7723
Water Added Onsite Before Test: 15 Gallons
Water Added Onsite After Test 0 Gallons
SamAle Information
Date Cast. March 16, 2006 Time 1 47pm
Technician Barry Cuble
Weather Conditions Sunny, warm
Accumulative Yards 30/95
Placement Method Direct Discharge
Sample Locations 30' S of N Curb, 15' W of E Curb
Placement Location Pavement, E Parking
Field Test Data
Test Result Specification Test Method
Slump, inches 5 50 4-5 ASTM C143
Air Content, % 6.2 4-8 ASTM C231
Concrete Temperature o F 82 ASTM C1064
Ambient Temperature,o F 74 ASTM C1064
Plastic Unit Weight, pcf~ 145 6 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)
1 1 6 00 28 27 03/23/2006 7 102,150 3,610
1 2 6 00 28.27 03/23/2006 7 102,050 3,610
Average (7 Days) 3,610
1 3 6 00 28.27 04/13/2006 28 135,730 4,800
1 4 6 00 28.27 04/13/2006 28 144,270 5,100
Average (28 Days) 4,950
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples
Terracon Rep Barry Cuble
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 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 1 of 1 o, A~- ~+-F~~e Key
CONCRETE COMPRESSIVE STRENGTH TEST
R rt N mber• 94051418 0283
l~~rr~con
epo u
Service Date March 15, 2006 8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214)630-1010
Client Report Date April 14, 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 12 31 pm Plant. 2
Supplier Potter Concrete
Truck No 101 Ticket No 100640
Mix I D No 7723
Water Added Onsite Before Test. 15Gallons
Water Added Onsite After Test. 0 Gallons
Sample Information
Date Cast: March 15, 2006 Time 1 32pm
Technician Barry Cuble
Weather Conditions Cloudly, light winds
Accumulative Yards 30/70
Placement Method Direct Discharge
Sample Locations 20' S of N curb, 10'W of E curb
Placement Location Pavement, E Parking
Field Test Data
Test Result Specification Test Method
Slump, inches 4 75 4-5 ASTM C143
Air Content, % 6 0 4-8 ASTM C231
Concrete Temperature,o F 74 ASTM C1064
Ambient Temperature,o F 63 ASTM C1064
Plastic Unit Weight, pcf 144 8 ASTM C138
Laboratory Test Data Age at Maximum C ompressive
Set Specimen Diameter Area Date Test Load Strength
No ID (inches) (sq. inches) Tested (days) (Ibs) (psi)
1 1 6 00 28.27 03/22/2006 7 111,060 3,930
1 2 6 00 28.27 03/22/2006 7 113,010 4,000
Average (7 Days) 3,970
1 3 6 00 28.27 04/12/2006 28 149,810 5,300
1 4 6 00 28.27 04/12/2006 28 151,850 5,370
Average (28 Days) 5,340
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples
Terracon Rep Barry Cuble
Report Distribution
(1) Transwestern Commercial Services (1) Techni5tructures I~-~ ~ /
(1) City of Coppell TX (1) Rogers O'Brien Construction Co Reviewed by' ~y
(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 °'_"~'~°,_Fn°'a"eY
CONCRETE COMPRESSIVE STRENGTH TEST
R rt Number 94051418 0282
lf~rracon
epo
Service Date March 15, 2006 8901 Carpenter Frwy, Ste #1 o0
Dallas, Texas 75247
(214) 630-1010
Client: Report Date. April 14, 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 10.28am Plant. 2
Supplier Potter Concrete
Truck No 122 Ticket No 100631
Mix I D No 7752
Water Added Onsite Before Test. 10 Gallons
Water Added Onsite After Test 0 Gallons
Sample Information
Date Cast. March 15, 2006 Time 10 49am
Technician Barry Cuble
Weather Conditions Overcast, mild winds
Accumulative Yards 30/90
Placement Method Direct Discharge
Sample Locations. 65' N of S curb, 25' W of E curb
Placement Location Pavement, S Fire Lane
Field Test Data
Test Result Specification Test Method
Slump, inches 4 00 4-5 ASTM C143
Air Content, % 5.2 4-8 ASTM C231
Concrete Temperature,o F 74 ASTM C1064
Ambient Temperature,o F 60 ASTM C1064
Plastic Unit Weight, pcf 142 4 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)
1 1 6 00 28.27 03/22/2006 7 102,800 3,640
1 2 6 00 28.27 03/22/2006 7 105,730 3,740
Average (7 Days) 3,690
1 3 6 00 28.27 04/12/2006 28 148,310 5,240
1 4 6 00 28 27 04/12/2006 28 138,700 4,910
Average (28 Days) 5,080
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples
Terracon Rep Barry Cuble
Report Distribution
(1) Transwestern Commercial Services (1) TechniStructures ~~~J,r Jf"V/
(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.
Page 1 of 1 °'_"`5,~°'_`°°'a"eY
CONCRETE COMPRESSIVE STRENGTH TEST
R ort Number 94051418 0342
l~err~con
ep
Service Date A rll 6, 2006 8901 Carpenter Frwy, Ste #100
P Dallas, Texas 75247
(214) 630-1010
Client: Report Date April 14, 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 57am Plant. 2
Supplier Potter Concrete
Truck No 101 Ticket No 101159
Mix I D No 7752
Water Added Onsite Before Test. OGallons
Water Added Onsite After Test. 0 Gallons
Field Test Data
Test Result
Slump, inches. 4 50
Air Content, % 5.2
Concrete Temperature,o F 86
Ambient Temperature,o F 70
Plastic Unit Weight, pcf~ 142 8
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
Sample Information
Date Cast. April 6, 2006 Time 4 16am
Technician Barry Cuble
Weather Conditions Cloudy, warm, windy
Accumulative Yards 30/600
Placement Method Direct Discharge
Sample Locations 30' E of W, 15' N of S
Placement Location Pavement, Fire Lane & Parking, N of
Building #4, See attached sketch
Specification
4-5
4-8
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (Ibs) (psi)
04/13/2006 7 112,370 3,970
04/13/2006 7 113,780 4,020
Average (7 Days) 4,000
05/04/2006 28
05/04/2006 28
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 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 °'-"`5'R°,-F°`°`e "ev
CONCRETE COMPRESSIVE STRENGTH TEST
R rt Number 94051418 0342
11'~rracon
epo
Service Date Aril 6, 2006 8901 CarpenterFnvy, Ste#100
P Dallas, Texas 75247
(214) 630-1010
Client: Report Date April 14, 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 5 30am Plant 2
Supplier Potter Concrete
Truck No 114 Ticket No 101174
Mix I D No 7752
Water Added Onsite Before Test. 10Gallons
Water Added Onsite After Test 0 Gallons
Field Test Data
Test Result
Slump, inches 5 50
Air Content, % 5 5
Concrete Temperature,o F 85
Ambient Temperature,o F 68
Plastic Unit Weight, pcf~ 142 4
Sample Information
Date Cast. April 6, 2006 Time 6 02am
Technician Barry Cuble
Weather Conditions Cloudy, mild, windy
Accumulative Yards 180/600
Placement Method Direct Discharge
Sample Locations: 85' E of W, 25' N of S
Placement Location Pavement, Fire Lane & Parking, N of
Building #4, See attached sketch
Specification Test Method
4-5 ASTM C143
4-8 ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
* =Field Test Results do not meet project specifications
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 04/13/2006 7 105,320 3,720
2 2 6 00 28.27 04/13/2006 7 101,710 3,600
Average (7 Days) 3,660
2 3 05/04/2006 28
2 4 05/04/2006 28
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 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 °'-"`~"°' F`~fe "ey
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number 94051418 0342
Service Date April 6, 2006
l~~rr~con
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client: Report Date.April 14, 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 7 06am Plant. 2
Supplier Potter Concrete
Truck No 101 Ticket No 101189
Mix I D No 7752
Water Added Onsite Before Test. OGallons
Water Added Onsite After Test. 0 Gallons
Sample Information
Date Cast. April 6, 2006 Time 7 30am
Technician Barry Cuble
Weather Conditions Cloudy, mild, windy
Accumulative Yards 330/500
Placement Method Direct Discharge
Sample Locations 35' S of N, 165' W of E
Placement Location Pavement, Fire Lane & Parking, N of
Building #4, See attached sketch
Field Test Data
Test Result Specification Test Method
Slump, inches 5 00 4-5 ASTM C143
Air Content, % 6.2 4-8 ASTM C231
Concrete Temperature,o F 84 ASTM C1064
Ambient Temperature,o F 68 ASTM C1064
Plastic Unit Weight, pcf~ 142 4 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 04/13/2006 7 107,560 3,800
3 2 6 00 28.27 04/13/2006 7 97,140 3,440
Average (7 Days) 3,620
3 3 05/04/2006 28
3 4 05/04/2006 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 3 of 4 °'-A~s~°,-F,~~,eKay
CONCRETE COMPRESSIVE STRENGTH TEST
Re ort Number 94051418 0342
l~erracon
Service Date: Aril 6, 2006 8901 Carpenter Frwy, Ste #100
p Dallas, Texas 75247
(214) 630-1010
Client: Report Date April 14, 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 8 52am Plant. 2
Supplier Potter Concrete
Truck No 102 Ticket No 101203
Mix I D No 7752
Water Added Onsite Before Test. 10 Gallons
Water Added Onsite After Test. 0 Gallons
Field Test Data
Test Res u It
Slump, inches 5 50
Air Content, % 6 3
Concrete Temperature,o F 84
Ambient Temperature,o F 70
Plastic Unit Weight, pcf~ 141 6
Sample Information
Date Cast. April 6, 2006 Time 9 17am
Technician Barry Cuble
Weather Conditions Partly sunny, warm, windy
Accumulative Yards: 4701600
Placement Method Direct Discharge
Sample Locations 10' S of N, 85' W of E
Placement Location Pavement, Fire Lane & Parking, N of
Building #4, See attached sketch
Specification
4-5
4-8
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
* =Field Test Results do not meet project specifications.
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 04/13/2006 7 92,170 3,260
4 2 6 00 28 27 04/13/2006 7 92,950 3,290
Average (7 Days) 3,280
4 3 05/04/2006 28
4 4 05/04/2006 28
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples
Terracon Rep Barry Cuble
Report Distribution
(1) Transwestern Commercial Services (1) TechniStructures iG~~
(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 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 4 of 4 °'_"`~'°'-F~°`a"ey
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CONCRETE COMPRESSIVE STRENGTH TEST
Report Number 94051418 0333
l~~rracon
Service Date April 4, 2006 8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214} 630-1010
Client. Report Date April 14, 2006
Transwestern Commercial Services Praject: 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 5 53am Plant. 2
Supplier Potter Concrete
Truck No 114 Ticket No 101085
Mix I D No 7752
Water Added Onsite Before Test. 10 Gallons
Water Added Onsite After Test 0 Gallons
Field Test Data
Test Result
Slump, inches 4 50
Air Content, % 6 0
Concrete Temperatureo F 77
Ambient Temperatureo F 58
Plastic Unit Weight, pcf 142 4
Laboratory Test Data
Set Specimen Diameter Area
No ID (inches) (sq. inches)
1 1 6 00 28.27
1 2
6 00 28.27
3
Sample Information
Date Cast. April 4, 2006 Time 6.26am
Technician Barry Cuble
Weather Conditions partly cloudy, mild, light win
Accumulative Yards 30/600
Placement Method Direct Discharge
Sample Locations 10' N of S, 40' E of W
Placement Location Pavement, Fire Lane & Parking, N of
Building #4, See attached sketch
Specification
4-5
4-8
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (Ibs) (psi)
04/11/2006 7 104,360 3,690
04/11/2006 7 111,270 3,930
Average (7 Days) 3,810
05/02/2006 28
1 4 05/02/2006 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 1 of 4 o,-A~vRO,-F~~~ekey
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number 94051418 0333
Service Date Aprii 4, 2006
l~~rracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client Report Date April 14, 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 7 23am Plant 2
Supplier Potter Concrete
Truck No 102 Ticket No 101100
Mix I D No 7752
Water Added Onsite Before Test. 15 Gallons
Water Added Onsite After Test: 0 Gallons
Sample Information
Date Cast April 4, 2006 Time 7 42am
Technician Barry Cuble
Weather Conditions Partly sunny, mild, light wind
Accumulative Yards 180/600
Placement Method Direct Discharge
Sample Locations 30' E of W, 10' N of S
Placement Location Pavement, Fire Lane & Parking, N of
Building #4, See attached sketch
Field Test Data
Test Result Specification Test Method
Slump, inches 4 75 4-5 ASTM C143
Air Content, % 5 8 4-8 ASTM C231
Concrete Temperature,o F 76 ASTM C1064
Ambient Temperature,o F 58 ASTM C1064
Plastic Unit Weight, pcf 142 8 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 04/11 /2006 7 105,160 3,720
2 2 6 00 28 27 04/11/2006 7 100,030 3,540
Average (7 Days) 3,630
2 3 05/02/2006 28
2 4 05/02/2006 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 °'-ncsR°,-~~°'e key
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number 94051418 0333
Service Date April 4, 2006
11'~rr~con
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
{214) 630-1010
Client: Report Date April 14, 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 8 59am Plant 2
Supplier Potter Concrete
Truck No 101 Ticket No 101115
Mix I D No 7752
Water Added Onsite Before Test. 15Gallons
Water Added Onsite After Test. 0 Gallons
Field Test Data
Test Result
Slump, inches 5 50
Air Content, % 7 0
Concrete Temperatures F 77
Ambient Temperature,o F 64
Plastic Unit Weight, pcf~ 141 6
Sample Information
Date Cast. April 4, 2006 Time 9.20am
Technician Barry Cuble
Weather Conditions Partly sunny, mild, light wind
Accumulative Yards 330/600
Placement Method Direct Discharge
Sample Locations 35' S of N, 125' W of E
Placement Location Pavement, Fire Lane & Parking, N of
Building #4, See attached sketch
Specification Test Method
4-5 ASTM C143
4-8 ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
* =Field Test Results do not meet project specifications.
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
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (Ibs) (psi)
04/11/2006 7 105,450 3,730
04/11 /2006 7 103,220 3,650
Average (7 Days) 3,690
05/02/2006 28
05/02/2006 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 3 of 4 °'_"`5~°,_F",.e kev
CONCRETE COMPRESSIVE STRENGTH TEST 1 t'~rr~con
Re ort Number 94051418 0333
p 8901 Car enter F
Service Date April 4, 2006 Dallas, Texas 75247' Ste #100
(214) 630-1010
Client: Report Date.April 14, 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 40am Plant. 2
Supplier Potter Concrete
Truck No 102 Ticket No 101131
Mix I D No 7752
Water Added Onsite Before Test. 10Gallons
Water Added Onsite After Test 0 Gallons
Sample Information
Date Cast. April 4, 2006 Time 10 59am
Technician Barry Cuble
Weather Conditions Partly sunny, mild, light wind
Accumulative Yards 480/600
Placement Method Direct Discharge
Sample Locations 10' W of E, 45' N of S
Placement Location Pavement, Fire Lane & Parking, N of
Building #4, See attached sketch
Field Test Data
Test Result
Slump, inches 5 00
Air Content, % 6 4
Concrete Temperature,o F 82
Ambient Temperature,o F 67
Plastic Unit Weight, pcf~ 142 4
Specification
4-5
4-8
Test Method
Laborafory Test Data
Set Specimen Diameter Area
No. ID (inches) (sq. inches)
4 1 6 00 28 27
4 2 6 00 28 27
4 3
4 4
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (Ibs) (psi)
04/11/2006 7 102,210 3,610
04/11 /2006 7 101,120 3,580
Average (7 Days) 3,600
05/02/2006 28
05/02/2006 28
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples
Terracon Rep Barry Cuble
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 ~ssein 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.
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