ST0701-LR100621CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracan
Report Number: 94091 193.0176
Service Date: 05/21/10 8901 Carpenter Frwy.
Report Date: 06/21/10 Revision 2 - 28 -day results Dallas, TX 75247
214- 630 -1010 Reg No:F -3272
Client Project
City of Coppell TX Southwestern Boulevard
Attn: Keith Marvin Coppell Road to Grapevine Creek
PO Box 9478 Coppell, TX
Coppell, TX 75019
Project Number: 94091193
Material Information Sample Information
Specified Strength: 4,000 psi a 28 days
Mix ID: DCSOHSO4
Supplier: Redi -Mix
Batch Time: 1522 Plant: 259
Truck No.: 1333 Ticket No.: 25203080
Field Test Data
Test
Slump (in):
Air Content
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Result Specification
41/2 3 -5
4.8 3 -6
96
94
142.4
Sample Date: 05/21/10 Sample Time: 1620
Sampled By: Juan Lopez
Weather Conditions: Sunny
Accumulative Yards: 5 Batch Size (cy): 5
Placement Method: Bucket
Water Added Before (gal):0
Water Added After (gal): 0
Sample Location: 100' from west end, bottom half
Placement Location: Westbound Concrete Rail at
Southwestern Boulevard Bridge - 91' to
136' from the W end
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)
(Ibs)
(psi)
Type
1 1
6.00
28.27
05/22/10
05/28/10
7
93,700
3,310
4
1 2
6.00
28.27
05/22/10
06/04/10
14
104,370
3,690
4
1 3
6.00
28.27
05/22/10
06/18/10
28
117,790
4,170
4
1 4
6.00
28.27
05/22/10
06/18/10
28
117,260
4,150
2
Average (28 days)
4,160
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 fie
samples.
Terracon Rep.: Juan Lopez Started: 140(
Reported To: Finished: 170(
Contractor: Lacy Construction
Report Distribution: Reviewed By:
(1) City of Coppell TX (1) City oi' Coppell TX
(1) City oi' Coppel l TX (2) Halff Assoc Inc
(1) Lacy Construction (1) PacTrust Pacific Realty Associates LP
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.
CR000 1, -1-28-11), Rev.4 Page 1 of 1
Senior Project Manager
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091 194.01 12 Irerracon
Service Date: 06/11/10 8901 Carpenter Frwy.
Report Date: 06/21/10 Dallas, TX 75247
214- 630 -1010 Reg No: F -32
Client Project
PacTrust Pacific Realty Associates LP
Attn: Matthew Oyen
15350 Southwest Sequoia Pkwy Ste 300
Portland, OR 97224
Obtain samples of fresh concrete at the placement locations, perform required fie
Southwestern Boulevard
Grapevine Creek to Beltline Road
Coppell, TX
Project Number: 94091194
Terracon Rep.:
Material Information
Reported To:
Finished: 150(
Contractor:
Sample Information
Report Distribution: Reviewed By:
(1) PacTrust Pacific Really
Specified Strength: 3,000
psi @ 28 days
(2) Halff Assoc Inc
Sample Date:
06 /11 /10 Sample Time:
1435
Sampled By:
Tirek Driver
Mix ID: 1261
Weather Conditions:
Clear
Supplier: Lattimore
Accumulative Yards:
10 Batch Size (cy):
10
Batch Time: 1346
Plant:
3
Placement Method:
Direct Discharge
Truck No.: 5030
Ticket No.:
3277715
Water Added Before (gal):0
Water Added After (gal):
0
Field Test Data
Sample Location:
Sidewalk in front of Roy Brock Center
Test
Result
Specification
Placement Location:
SW Bloulevard sidewalks
Slump (in):
4 1/2
3 -5
Air Content
5.0
3 -6
Concrete Temp. (F):
76
Ambient Temp. (F):
85
Plastic Unit Wt. (pcf):
149.2
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
06/12/10
06/18/10 7
95,630 3,380
5
1 2
6.00
28.27
06/12/10
06/25/10 14
1 3
6.00
28.27
06/12/10
07/09/10 28
1 4
6.00
28.27
06 /12/10
07/09/10 28
Comments:
Samples Made By: Terracon
Services:
Obtain samples of fresh concrete at the placement locations, perform required fie
samples.
Terracon Rep.:
Tirek Driver Started: 133(
Reported To:
Finished: 150(
Contractor:
Lacy Construction
Report Distribution: Reviewed By:
(1) PacTrust Pacific Really
Associates LP (1) City ofCoppell TX
(1) City of Coppel I TX
(2) Halff Assoc Inc
(1) Lacy Constriction
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.
CROW 1.4za- w,tUVA Page 1 of I
Senior Project Manager