ST0701-LR100226CONCRETE COMPRESSIVE STRENGTH TEST REPORT 3 �rra c an
Report Number: 94091 193.0095
Service Date: 02/18/10 8901 Carpenter Frwy.
Report Date: 02/26/10 Dallas, TX 75247
214- 630 -1010 Reg No: F - 3272
Client Project
City ol'Coppell TX
Attn: Keith Marvin
PO Box 9478
Coppell, TX 75019
Southwestern Boulevard
Coppell Road to Grapevine Creels
Coppell, TX
Project Number: 94091193
Material Information
Sample Information
Specified Strength: 4,000
psi @
28 days
Sample Date:
02/18/10 Sample Time: 1440
Sampled By:
Francisco J. Morillo
Mix ID: DCCOG504
Weather Conditions:
Clear
Supplier Redi -Mix
Accumulative Yards:
5 Batch Size (cy): 5
Batch Time: 1335
Plant:
259
Placement Method:
Direct Discharge
Truck No.: 1028
Ticket No.: 25164077
Water Added Before (gal):0
Water Added After (gal):
0
Field Test Data
Sample Location:
Approximately 50'W of E end
Test
Result
Specification
Placement Location:
Bridge Guard Rail Wall, south side
Slump (in):
3 1/2
3 -5
Air Content (' %o):
4.0
3 -6
Concrete Temp. (P):
74
Ambient "Temp. (F):
68
Plastic Unit Wt. (pct):
146.0
Laboratory Test Data
Age at Maximum Compressive
Set Specimen Diameter
Area
Date
Date Test
Load Strength Fracture
No. 1 D
(in)
(sq in)
Received
Tested (days)
(lbs) (psi) Type
1 1
6.00
28.27
02/19/10
02/25/10 7
119,620 4,230 4
1 2
6.00
28.27
02/19/10
03/04/10 14
1 3
6.00
28.27
02/19/10
03/18/10 28
1 4
6.00
28.27
02/19/10
03/18/10 28
Comments:
Samples Made 13y: Terracon
Services: Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Terracon Rep.: Francisco .1. Morillo Started: 1330
Reported To: Superintendent Finished: 1630
Contractor: Lacy Construction
Report Distribution: Reviewed By:
(1) City of ('oppell 'iX (1) City of Coppell TX
( I ) City of C'o mell 'fx (2) Hallf Assoc Inc
(1) Lacy Construction (1) PacTrust Pacific Realty Associates LP 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.
Page I o1' I
CONCRETE COMPRESSIVE STRENGTH TEST REPORT Me Report Number: 94091 193.0098 rra con
7
Service Date: 02/19/10 8901 Carpenter Frwy.
Report Date: 02/26/10 Dallas, TX 75247
214- 630 -1010 Reg No: F -3272
Client Project
City of Coppell TX
Attn: Keith Marvin
PO Box 9478
Coppell, TX 75019
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:
DCCOG504
Supplier:
Redi -Mix
Batch Time:
1434
Truck No.:
1 184
Plant: 136
Ticket No. 25164735
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pct):
Result Specification
5 1/4 3 -5
5.2 3 -6
60
47
148.6
Laboratory Test Data
Sample Date:
02/19/10 Sample Time:
Sampled By:
Barry Cuble
Weather Conditions:
Overcast, breezy
Accumulative Yards:
5 Batch Size (cy):
Placement Method:
Direct Discharge
Water Added Before (gal):0
6.00
Water Added After (gal):
0
Sample Location:
See Placement Location
Placement Location:
Bridge Span #3 Rail
Set Specimen
Diameter
Area
Date
Date
No. ID
(in)
I (sq in)
Received
Tested
1 1
6.00
28.27
02/20/10
02/26/10
1 2
6.00
28.27
02/20/10
03/05/10
1 3
6.00
28.27
02/20/10
03/19/10
1 4
6.00
28.27
02/20/10
03/19/10
Age at Maximum Compressive
Test Load Strength
(days) (lbs) (psi)
7 130,640 4,620
14
28
28
1513
G
Fracture
Type
Comments:
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement location4 perform required field tests and cast compressive
samples. ,
Terracon Rep.: Barry Cuble Started: 1230 / , '/ ///
Reported To: Finished: 1600
Contractor: Lacy Construction
Report Distribution:
(1) City of Coppell Tx (1) City of Coppell TX Reviewed B y :
(1) City of Coppell Tx (2) Halff Assoc Inc
(1) Lacy C'onstrucl ion (1) PacTnist 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 s_ - uo. Rev.; Page 1 of I
Senior Project Manager