ST0701-LR090921CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091 193.0003 Irerracon
Service Date: 09/04/09 8901 Carpenter Frwy.
Report Date: 09/21/09 Dallas, TX 75247
214- 630 -1010 Reg No:F -3272
Client
City of Coppell TX
Attn: Keith Marvin
PO Box 9478
Coppell, TX 75019
Project
Southwestern Boulevard
Coppell Road to Grapevine Creek
Coppell, TX
Project Number: 94091193
Material Information Sample Information
Specified Strength: 4,000 psi @ 28 days
Mix ID: 1701
Supplier: Lattimore
Batch Time: 1333 Plant: 3
Truck No.: 9141 Ticket No.: 3268975
Field Test Data
Test
Result
Slump (in):
3
Air Content ( %):
3.8
Concrete Temp. (F):
85
Ambient Temp. (F):
87
Plastic Unit Wt. (pcf):
148.0
Specification
Laboratory Test Data
Sample Date:
Sampled By:
Weather Conditions:
Accumulative Yards:
Placement Method:
Water Added Before (gal):
Water Added After (gal):
Sample Location:
Placement Location:
Set Specimen
Diameter
Area
Date
Date
No. ID
(in)
(sq in)
Received
Tested
1 1
6.00
28.27
09/05/09
09/11/09
1 2
6.00
28.27
09/05/09
09/18/09
1 3
6.00
28.27
09/05/09
10/02/09
1 4
6.00
28.27
09/05/09
10/02/09
09/04/09 Sample Time: 1445
Mario A.Garcia
Cloudy
10 Batch Size (cy): 10
Direct Discharge
0
0
See Placement Location
Manhole walls @ E bound
Southwestern Blvd, Sta. 0 +64, Line A
Age at Maximum Compressive
Test
Load
Strength
Fracture
(days)
(lbs)
(psi)
Type
7
122,990
4,350
4
14
132,630
4,690
4
28
28
t- omments:
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement locations, perform required field tests and c st
samples.
Terracon Rep.: Mario A.Garcia
Reported To:
Contractor: Lacy Construction
Report Distribution: Reviewed B
(1) City of Coppell TX (1) City of Coppell TX y:
(1) City of Coppell TX (2) Halff Assoc Inc E c J
(1) Lacy Constriction (1) PacTrust Pacific Realty Associates LP Senior
ive strength
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.
C110001, 5.21 -09, Rm]l Page 1 of 1
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091 193.0005 Irerracon
Service Date: 09/09/09 8901 Carpenter Frwy.
Report Date: 09/21/09 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: 94091 193
Material Information Sample Information
Specified Strength:
4,000 psi rr
28 days
Sample Date:
09/09/09 Sample Time: 1530
Sampled By:
Jesus Rojas
Mix ID: 1 701
Weather Conditions:
Partly cloudy
Supplier: Lattimore
Accumulative Yards:
7.5 Batch Size.(cy): 7.5
Batch Time: 1444
Plant:
3
Placement Method:
Direct Discharge
Truck No.: 9141
Ticket No.:
3269124
Water Added Before (gal):
0
Field Test Data
Water Added After (gal):
0
Sample Location:
See Placement Location
Test
Result
Specification
Placement Location:
Inlets @ Sta. 7 +00 & Sta. 3 +82
Slump (in):
3 1/2
Air Content (' %,):
4.0
Concrete Temp. (F):
96
Ambient Temp. (F):
85
Plastic Unit Wt. (pef):
140.1
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
09/11/09
09/16/09 7
140,260 4,960 2
1 2
6.00
28.27
09/11/09
09/23/09 14
1 3
6.00
28.27
09/11/09
10/07/09 28
1 4
6.00
28.27
09/11/09
10/07/09 28
Comments:
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.: Jesus Rojas Started: 1300
Reported To: Finished: 1700
Contractor: Lacy Construction
Report Distribution:
(1) Cily of Coppell 'rX (1) Cily or Coppell TX Reviewed By:
(1) City ,I Cuppcll 'IX (2) 1lalIT Assoc tic
(1) Lacy Cunsuvcdim (1) PacTrust Pacific Really Associales LP
Test Methods: ASTM C 31, ASTM 09, 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.
ltnnu 1. s -'_ l - nn.
R-3 Page 1 01 1