Amberpoint BP 2R-LR060508CONCRETE COMPRESSIVE STRENGTH TEST
Re ort Number 94051418 0374
Samp/e Information
Date Cast. April 27, 2006 Time 6.25am
Sampled by' Jose A. Martinez
Weather Conditions Clear
Accumulative Yards 20/
Placement Method Direct Discharge
Sample Locations Sketch Sample No 1
Placement Location Pavement, N of Building 4, refer to attached
sketch
Service Date April 27, 2006 8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214} 630-1010
Client Report Date May 08, 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 57am Plant. 2
Supplier Potter Concrete
Truck No 112 Ticket No 101547
Mix I D No 7752
Water Added Onsite Before Test 10 Gallons
Water Added Onsite After Test 0 Gallons
Field Test Data
Test
Slump, inches
Air Content,
Concrete Temperature, of
Ambient Temperature,~F
Plastic Unit Weight, pcf
Result
5 00
56
74
51
144 8
~aboratory Test Data
Set Specimen Diameter Area
No ID (inches) (sq. inches)
1 1 6 00 28 27
2 6 00 28 27
3
4
Specification
3-5
3-6
l~~rracon
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (Ibs) (psi)
05/04/2006 7 123,250 4,360
05/04/2006 7 121,090 4,280
Average (7 Days) 4,320
05/25/2006 28
05/25/2006 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 3 °'-`°R"'°'-F°'°'e"aY
CONCRETE COMPRESSIVE STRENGTH TEST
R rt N b 94051418 0374
l~err~con
epo um er
Service Date Aril 27, 2006 8901 Carpenter Fnvy, Ste #t 0o
P Dallas, Texas 75247
(214)630-1010
Client Report Date May 08, 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. April 27, 2006 Time 8 08am
Sampled by Jose A. Martinez
Batch Time 7 40am Plant. 2 Weather Conditions Clear
Supplier Potter Concrete Accumulative Yards 170/
Truck No 109 Ticket No 101562 Placement Method Direct Discharge
Mix I D No 7752 Sample Locations Sketch Sample no 2
Water Added Onsite Before Test. 5 Gallons Placement Location Pavement, N of Building 4, refer to attached
sketch
Field Test Data
Test Result Specification Test Method
Slump, inches 5 00 3-5 ASTM C143
Air Content, % 5 3 3-6 ASTM C231
Concrete Temperature, ~F 78 ASTM C1064
Ambient Temperature,~F 62 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) {ps
2 1 6 00 28 27 05/04/2006 7 96,360 ,410
2 2 6 DO 28 27 05/04/2006 7 103,480 3,6
Average (7 Days) 3,540
2 3 05/25/2006 28
2 4 05/25/2006 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 3 °' Powa°,-F~°'e "a"
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number 94051418 0374
l~~rracon
Service Date April 27, 2006 8901 Carpenter Frwy, ste #100
Dallas, Texas 75247
(214) 630-1010
Client Report Date May 08, 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 Jnformafion Sample Information
Specified Strength 3600 psi @ 28 Days Date Cast April 27, 2006 Time 9 35am
Sampled by' Jose A. Martinez
Batch Time 9 11 am Plant. 2 Weather Conditions Clear
Supplier Potter Concrete Accumulative Yards 310/
Truck No 127 Ticket No 101576 Placement Method Direct Discharge
Mix I D No 7752 Sample Locations Sketch Sample No 3
Placement Location Pavement, N of Building 4, refer to attached
Water Added Onsite After Test. 5 Gallons sketch
Field Test Data
Test Result Specification Test Method
Slump, inches 4 75 3-5 ASTM C143
Air Content, % 6 0 3-6 ASTM C231
Concrete Temperature, °F 76 ASTM C1064
Ambient Temperature,°F 73 ASTM C1064
Plastic Unit Weight, pcf• 144 0 ASTM C138
Lakorafory 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 05/04/2006 7 115,770 ,
3 2 6 00 28.27 05/04/2006 7 103,960
Average (7 Days) 3,890
3 3 05/25/2006 28
3 4 05/25/2006 28
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples
Terracon Rep Jose A. Martinez
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 8 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 3 of 3 0'-PDR/ROt-Future Kay
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CONCRETE COMPRESSIVE STRENGTH TEST
N b 94051418 0342
l~~rracon
Report um er
Service Date Aril 6, 2006 8901 Carpenter Frwy, Ste #100
p Dallas, Texas 75247
(214)630-1010
Client: Report Date May 08, 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. 0 Gallons
Water Added Onsite After Test 0 Gallons
Sample Information
Date Cast. April 6, 2006 Time 4 16am
Sampled by 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
Field Tesf Dafa
Test Result Specification Test Method
Slump, inches 4 50 4-5 ASTM C143
Air Content, % 5.2 4-8 ASTM C231
Concrete Temperature, ~F 86 ASTM C1064
Ambient Temperature,~F 70 ASTM C1064
Plastic Unit Weight, pcf~ 142 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 04/13/2006 7 112,370 3,970
1 2 6 00 28.27 04/13/2006 7 113,780 4,020
Average (7 Days) 4,000
1 3 6 00 28.27 05/04/2006 28 146,300 5,170
1 4 6 00 28.27 05!04/2006 28 149,390 5,280
Average (28 Days) 5,230
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 °'-"`5~°,-FN°'e"e°
CONCRETE COMPRESSIVE STRENGTH TEST
• 94051418 0342
l~~rracon
Report Number ssoi car enter F
Service Date April 6, 2006 p rwy, ste#~oo
Dallas, Texas 75247
(214) 63D-1010
Client: Report Date May 08, 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, °F 85
Ambient Temperature,°F 68
Plastic Unit Weight, pcf~ 142 4
Sample Information
Date Cast: April 6, 2006 Time 6 02am
Sampled by' 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
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)
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 6 00 28.27 05/04/2006 28 133,010 4,700
2 4 6 00 28.27 05/04/2006 28 137,010 4,850
Average (28 Days) 4,780
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 0, ncs~ao,-FU~,a KaY
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number 94051418 0342
Service Date April 6, 2006
l~~rracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client: Report Date May 08, 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 lnformation
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
Field Test Data
Test Result
Slump, inches 5 00
Air Content, % 6 2
Concrete Temperature, ~F 84
Ambient Temperature,~F 68
Plastic Unit Weight, pcf~ 142 4
Laboratory Test Data
Set Specimen Diameter Area
No ID (inches) (sq. inches)
3 1 6 00 28.27
3 2 6 OD 28.27
3 3 6 DO 28.27
3 4 6 00 28 27
Sample Information
Date Cast. April 6, 2006 Time 7 30am
Sampled by' Barry Cuble
Weather Conditions Cloudy, mild, windy
Accumulative Yards 3301500
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
Specification
4-5
4-8
Test Method
H5 1 NI 0:14.5
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (Ibs) (psi)
04/13/2006 7 107,560 3,800
04/13/2006 7 97,140 3,440
Averag e (7 Days) 3,620
05/04/2006 28 121,210 4,290
05/04/2006 28 126,350 4,470
Average (28 Days) 4,380
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 °'_"`S'R°'-`~°'e"av
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number 94051418 0342
Service Date April 6, 2006
l~~rracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
{214} 630-1010
Client: Report Date May 08, 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. 10Gallons
Water Added Onsite After Test. 0 Gallons
Field Test Data
Test
Slump, inches
Air Content,
Concrete Temperature, °F
Ambient Temperature,°F
Plastic Unit Weight, pcf~
Result
5 50
63
84
70
141 6
Sample Information
Date Cast April 6, 2006 Time 9 17am
Sampled by' Barry Cuble
Weather Conditions. Partly sunny, warm, windy
Accumulative Yards 470/600
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 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)
4 1 6 00 28.27 04/13/2006 7 92,170 3,260
4 2 6 DO 28.27 04/13/2006 7 92,950 3,290
Average (7 Days) 3,280
4 3 6 00 28 27 05/04/2006 28 123,200 4,360
4 4 6 00 28 27 05/04/2006 28 126,160 4,460
Average (28 Days) 4,410
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 Consfruction 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 locations} referenced and are not necessarily indicative of the properties of other apparently similar or identical
materials.
Page 4 of 4 o,-ncsm°,-F~~,a "aY