ST0701-LR100608CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon
Report Number: 94091194.0090
Service Date: 05110110 8901 Carpenter Frwy.
Report Date: 06/08/10 Revision 2 Dallas, TX 75247
214- 630 -1010 Reg No: F -3272
Client
PacTrust Pacific Realty Associates LP
Attn: Matthew Oyen
15350 Southwest Sequoia Pkwy Ste 300
Portland, OR 97224
Project
Southwestern Boulevard
Grapevine Creek to Beltline Road
Coppell, TX
Project Number: 94091194
Material Information
Sample Information
Specified Strength: 4,000
psi @
28 days
Sample Date:
05110110
Sample Time:
0715
Sampled By:
Tirek Driver
Mix ID:
Weather Conditions:
Cloudy
Supplier:
Accumulative Yards:
10
Batch Size (cy):
10
Batch Time:
Plant:
Placement Method:
Conveyor
Truck No.:
Ticket No.:
Water Added Before (gal):0
Water Added After (gal):
0
Field Test Data
Sample Location:
FE of Belt Line Road
Test
Result
Specification
Placement Location:
Southwestern Boulevard from
W
Slump (in):
3
1 -3
entrance to
elementary school
to Belt
Air Content ( %):
5.0
3 -6
Line Road
Concrete Temp. (F):
75
Ambient Temp. (F):
69
Plastic Unit Wt. (pcf):
147.6
Laboratory Test Data
Age at Maximum
Compressive
Set Specimen Diameter
Area Date
Date Test
Load
Strength
Fracture
No. ID
(in)
(sq in) Received
Tested (days)
(lbs)
(psi)
Type
1 1
6.00
28.27 05111110
05/13/10 3
108,760
3,850
4
1 2
6.00
28.27 05111110
05/17/10 7
143,890
5,090
5
1 3
6.00
28.27 05111110
05/24/10 14
148,500
5,250
2
1 4
6.00
28.27 05111110
06/07/10 28
159,380
5,640
2
1 5
6.00
28.27 05111110
06/07/10 28
161,770
5,720
2
Average (28 days)
5,680
Comments: Average compressive strength of 28 day cylinders complies with the specified strength.
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Terracon Rep.: Tirek Driver Started: 0600
Reported To: Finished: 1430
Contractor: Lacy Construction
Report Distribution:
(1) PacTrust Pacific Realty Associates LP (1) City of Coppell TX
(1) City of Coppell TX (2) HalffAssoc Inc
(1) Lacy Construction
Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231
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.
CROOO1, 4.28 -10, Rev.4 Page 1 of 3
CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon
Report Number: 94091194.0090
Service Date: 05110110 8901 Carpenter Frwy.
Report Date: 06/08/10 Revision 2 Dallas, TX 75247
214 - 630 -1010 Reg No: F -3272
Client
PacTrust Pacific Realty Associates LP
Attn: Matthew Oyen
15350 Southwest Sequoia Pkwy Ste 300
Portland, OR 97224
Project
Southwestern Boulevard
Grapevine Creek to Beltline Road
Coppell, TX
Project Number: 94091194
Material Information
Sample Information
Specified Strength: 4,000
psi @
28 days
Sample Date:
05110110
Sample Time:
1115
Sampled By:
Tirek Driver
Mix ID:
Weather Conditions:
Cloudy
Supplier:
Accumulative Yards:
110
Batch Size (cy):
10
Batch Time:
Plant:
Placement Method:
Conveyor
Truck No.:
Ticket No.:
Water Added Before (gal):0
Water Added After (gal):
0
Field Test Data
Sample Location:
V W of W
entrance
Test
Result
Specification
Placement Location:
Southwestern Boulevard from W
Slump (in):
2
1 -3
entrance to
elementary school
to Belt
Air Content ( %):
5.0
3 -6
Line Road
Concrete Temp. (F):
77
Ambient Temp. (F):
72
Plastic Unit Wt. (pcf):
149.0
Laboratory Test Data
Age at Maximum
Compressive
Set Specimen Diameter
Area Date
Date Test
Load
Strength
Fracture
No. ID
(in)
(sq in) Received
Tested (days)
(lbs)
(psi)
Type
2 1
6.00
28.27 05111110
05/13/10 3
115,180
4,070
4
2 2
6.00
28.27 05111110
05/17/10 7
163,590
5,790
5
2 3
6.00
28.27 05111110
05/24/10 14
169,960
6,010
2
2 4
6.00
28.27 05111110
06/07/10 28
175,390
6,200
2
2 5
6.00
28.27 05111110
06/07/10 28
178,620
6,320
2
Average (28 days)
6,260
Comments: Average compressive strength of 28 day cylinders complies with the specified strength.
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Terracon Rep.: Tirek Driver Started: 0600
Reported To: Finished: 1430
Contractor: Lacy Construction
Report Distribution:
(1) PacTrust Pacific Realty Associates LP (1) City of Coppell TX
(1) City of Coppell TX (2) Halff Assoc Inc
(1) Lacy Construction
Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231
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.
CROOO1, 4- 28-10, RevA Page 2 of 3
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091194.0090 Irerracon
Service Date: 05110110 8901 Carpenter Frwy.
Report Date: 06/08/10 Revision 2 Dallas, TX 75247
214- 630 -1010 Reg No: F -3272
Client
PacTrust Pacific Realty Associates LP
Attn: Matthew Oyen
15350 Southwest Sequoia Pkwy Ste 300
Portland, OR 97224
Project
Southwestern Boulevard
Grapevine Creek to Beltline Road
Coppell, TX
Project Number: 94091194
Material Information
Sample Information
Specified Strength: 4,000
psi @
28 days
Sample Date:
05110110
Sample Time: 1330
Sampled By:
Tirek Driver
Mix ID:
Weather Conditions:
Cloudy
Supplier:
Accumulative Yards:
210
Batch Size (cy): 10
Batch Time:
Plant:
Placement Method:
Conveyor
Truck No.:
Ticket No.:
Water Added Before (gal):0
Water Added After (gal):
0
Field Test Data
Sample Location:
Corner of Bullock and Southwestern
Test
Result
Specification
Boulevard
Slump (in):
21/2
1 -3
Placement Location:
Southwestern Boulevard from W
Air Content ( %):
4.5
3 -6
entrance to
elementary school to Belt
Concrete Temp. (F):
78
Line Road
Ambient Temp. (F):
76
Plastic Unit Wt. (pef):
151.0
Laboratory Test Data
Age at Maximum
Compressive
Set Specimen Diameter
Area Date
Date Test
Load
Strength Fracture
No. ID
(in)
(sq in) Received
Tested (days)
(lbs)
(psi) Type
3 1
6.00
28.27 05111110
05/13/10 3
109,150
3,860 4
3 2
6.00
28.27 05111110
05/17/10 7
139,860
4,950 5
3 3
6.00
28.27 05111110
05/24/10 14
153,870
5,440 2
3 4
6.00
28.27 05111110
06/07/10 28
158,800
5,620 2
3 5
6.00
28.27 05111110
06/07/10 28
160,400
5,670 2
Average (28 days)
5,650
Comments: Average compressive strength of 28 day cylinders complies with the specified strength.
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement locations, perform required field test:
samples.
Terracon Rep.: Tirek Driver Started: 0600
Reported To:
Contractor: Lacy Construction
Report Distribution:
(1) PacTnist Pacific Realty Associates LP (1) City of Coppell TX
(1) City of Coppell TX (2) Halff Assoc Inc
(I) Lacy Construction
Finished: 1430
Reviewed By:
strength
Eric J. Cleveland, P.E.
Senior Project Manager
Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231
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.
CR0001, 4- 28-10, Rev.a Page 3 of 3