ST0701-LR091130CONCRETE COMPRESSIVE STRENGTH TEST REPORT Q �
Report Number: 94091193.0035 rrp n
Service Date: 11/11/09 8901 Carpenter Frwy.
Report Date: 11/30/09 Revision 1 Dallas, TX 75247
214 - 630 -1010 Reg No:F -3272
Client
City of Coppell TX
Attn: Keith Marvin
PO Box 9478
Coppell, TX 75019
Result Specification
43/4 3 -5
5.0 3 -6
76
59
146.0
Project Number: 94091193
Material Information Sample Information
Specified Strength: 3,600 psi @ 28 days
Mix ID: DCCOG504
Supplier: Redi -Mix
Batch Time: 0925 Plant: P136
Truck No.: 1189 Ticket No.: 25135874
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pef)
Laboratory Test Data
Set Specimen
No. ID
Project
Southwestern Boulevard
Coppell Road to Grapevine Creek
Coppell, TX
Sample Date:
11/11/09 Sample Time: 1016
Sampled By:
Michael W. Whyman
Weather Conditions:
Partly cloudy
Accumulative Yards:
8.5 Batch Size (cy): 8.5
Placement Method:
Direct Discharge
Water Added Before (gal):0
11/18/09
Water Added After (gal):
0
Sample Location:
See Placement Location
Placement Location:
Bridge Abutment, eastbound #1
Diameter
Strength Fracture
(Ibs)
Date
(in)
4,000 2
125,420
Tested
6.00
11/18/09
6.00
11/25/09
6.00
12/09/09
6.00
12/09/09
Area
(sq in)
28.27
28.27
28.27
28.27
Date
Received
11/12/09
11/12/09
11/12/09
11 /12/09
Age at
Test
(days)
7
14
28
28
Maximum Compressive
Load
Strength Fracture
(Ibs)
(psi) Type
113,070
4,000 2
125,420
4,440 4
Comments:
Samples Made By: Terracon
Services: Obtain samples of fi•esh concrete at the placement locations, perform required fie.
samples.
Terracon Rep.: Michael W. Whyman Started: 0930
Reported To: Finished: 1130
Contractor: Lacy Construction
Report Distribution:
(I) City of Coppell TX (I) City of Coppell TX Reviewed By:
(I) City of Coppell TX (2) Hal IT Assoc Inc
(1) Lacy Constniction (1) PacTnis[ 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.
CRO°01, 5- 21 -09, Rev.3 Page 1 of 1
Senior Project Manager
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091 193.0042 'Irerracon
Service Date: 11/18/09 8901 Carpenter Frwy.
Report Date: 11/30/09 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
S011thwestern Boulevard
Coppell Road to Grapevine Creek
Coppell, TX
Project Number: 94091193
Material Information Sample Information
Specified Strength: 3,600 psi c[✓i 28 days
Mix ID: DCCOG504
Supplier: Redi -Mix
Batch Time: 1250 Plant: 136
Truck No.: 1 189 Ticket No.: 25139375
Field Test Data
Test
Slump (in):
Air Content
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pct):
Result Specification
3 3 -5
4.3 3 -6
78
66
147.4
Laboratory Test Data
Set Specimen
Diameter
No. ID
(in)
1 1
6.00
1 2
6.00
1 3
6.00
1 4
6.00
Area
Compressive
Load
Test
(sq in)
(psi) Type
126,930
(days)
28.27
Lacy Construction
Report Distribution:
"I'X
7
28.27
(1) City or Coppell TX
(1) City IdToppell Tx
14
28.27
(1) PacTusi Pacific Realty Associates LP
28
28.27
28
Date
Received
11 /19/09
11/19/09
11 / ] 9/09
11/19/09
Date
Tested
I I /25/09
12/02/09
12/16/09
12/16/09
Maximum
Compressive
Load
Strength Fracture
(lbs)
(psi) Type
126,930
4,490 2
Comments:
Samples Made By: Terracon
Services:
Obtain samples of fresh concrete at the placement location4 perform required fie
Sampled By:
samples.
Terracon Rep.:
Robert Alegria Started: 1130
Reported To:
Finished: 1530
Contractor:
Lacy Construction
Report Distribution:
"I'X
Reviewed By:
(1) City of Coppell
(1) City or Coppell TX
(1) City IdToppell Tx
(2) Halff Assoc Inc
(1) Lacy Constructiuu
(1) PacTusi Pacific Realty Associates LP
Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231
Sample Date:
11/18/09 Sample Time: 1400
Sampled By:
Robert Alegria
Weather Conditions:
Clear
Accumulative Yards:
10 Batch Size (cy): 10
Placement Method:
Direct Discharge
Water Added Before (gal):0
Water Added After (gal):
0
Sample Location:
Bent #3 Columns C, D, and E
Placement Location:
Abutments #1 and #4, and Bent #3
Columns C, D, and E
Age at
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively forthe 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.
c luau 1, 3 21AP). lt�l 1 Page I of
Senior Project Manager