ST0702-LR100201CONCRETE COMPRESSIVE STRENGTH TEST REPORT
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Report Number: 94091 174.0083 Pierracon
Service Date: 01/22/10 8901 Carpenter Frwy.
Report Date: 02/01/10 Dallas, TX 75247
214 -630 -1010 Reg No: F -3272
Client Project
City of Coppell TX
Coppell Road - #ST07 -02
Aun: Rick O'Dell
Bethel Road to
Engineering Dept
Southwestern Blvd.
PO Box 9478
Coppell, TX
Coppell, TX 75019
Project Number: 94091174
Material Information
Sample Information
Specified Strength: 3,600 psi @ 28 days
Mix ID: 1701
Supplier: Lattimore
Batch Time: 0704 Plant: 7
True]( No.: 7003 Ticket No.: 7214136
Field Test Data
Test
Slump (in):
Air Content (' %1):
Concrete Temp. (1 7 ):
Ambient Temp. (1 7 ):
Plastic Unit Wt. (pct):
Result Specification
4 3 -5
3.6 3 -6
60
48
151.5
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
Comments:
Samples Made 13y: Terracon
Area
Date
Sampled By:
Test
(sq in)
Received
Accumulative Yards:
(days)
28.27
01123110
Water Added Before (gal):
7
28.27
01/23/10
Sample Location:
14
28.27
01/23/10
Placement Location:
28
28.27
01/23/10
02/19/10
28
Sample Date:
01/22/10 Sample Time: 0734
Sampled By:
Barry Cuble
Weather Conditions:
Sunny, light breeze
Accumulative Yards:
20 Batch Size (cy): 10
Placement Method:
Direct Discharge
Water Added Before (gal):
10
Water Added After (gal):
0
Sample Location:
710 Howe, 10' N of S curb, 5' E of W
edge
Placement Location:
Paving, driveways on Howe at 708,
709, 710, 713, 717 and 821, eastbound
at Burns, E of Coppell Road
Age at
Date
Tested
01/29/10
02/05/10
02/19/10
Maximum
Compressive
Load
Strength Fracture
(lbs)
(psi) Type
114,390
4,050 2
Services: Obtain samples of fresh concrete at the placement location$ perform required field tests and cast compressive strength
samples.
Terracon Rep.: Barry Cuble Started: 0530 Lunch / Non - Chargeable: 2.00
Reported To: Finished: 1230
Contractor: .IR.I Paving
Report Distribution:
(1) 013 orCoplxll Tx (1) Freese rind Nichols Inc
(1),IR.IPnvinp 1Y
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.
OWN) 1, 5- 21 -IN/, It-.l Page I o1'2
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091 174.0083 acon
Service Date: 01/22/10 8901 Carpenter Frwy.
Report Date: 02/01/10 Dallas, TX 75247
214 -630 -1010 Reg No:F -3272
Client Project
City of Coppel I TX
Coppell Road - #ST07 -02
Attn: Rick O'Dell
Bethel Road to
Engineering Dept
Southwestern Blvd.
PO Box 9478
Coppell, TX
Coppell, TX 75019
Project Number: 94091174
Material Information
Sample Information
Specified Strength: 3,600 psi @ 28 days
Mix ID: 1701
Supplier: Lattimore
Batch Time: 1 128 Plant: 7
Truck No.: 9142 Ticket No.: 3273282
Field Test Data
Test
Slump (in):
Air Content
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit NN t. (pct):
Result Specification
4 1/4 3 -5
4.2 3 -6
68
61
148.7
Sample Date:
01/22/10 Sample Time: 1206
Sampled By:
Barry Cuble
Weather Conditions:
Sunny, breezy
Accumulative Yards:
110 Batch Size (cy): 10
Placement Method:
Direct Discharge
Water Added Before (gal):0
Received
Water Added After (gal):
0
Sample Location:
Eastbound lane, 12'N of S curb, 15'E
6.00
of W edge
Placement Location:
Paving, driveways on Howe at 708,
3
709, 710, 713, 717 and 821, eastbound
2
at Burns, E of Coppell Road
Laboratory Test Data Age at
Set
Specimen
Diameter
Area
Date
Date
Test
No.
1 D
(in)
(sq in)
Received
Tested
(days)
2
1
6.00
28.27
01/23/10
01/25/10
3
2
2
6.00
28.27
01/23/10
01/29/10
7
2
3
6.00
28.27
01/23/10
02/05/10
14
2
4
6.00
28.27
01/23/10
02/19/10
28
2
5
6.00
28.27
01/23/10
02/19/10
28
Maximum Compressive
Load
Strength Fracture
(Ibs)
(psi) Type
88,740
3,140 5
128,310
4,540 2
Comments: Extra cylinder for 3 -day break requested by contractor
Samples Made By: Terraeon
Services: Obtain samples of fresh concrete at the placement locations perform required field tests and cast compressive strength
samples.
Terraeon Rep.: Barry Cuble Started: 0530 Lunc Non- r able: 2.00
Reported To: Finished: 1230
Contractor: ,111,1 Paving
Report Distribution:
(1) Ciry orC'oppcll Tx (1) Freese and Nichols Inc Reviewed By:
(1).111.1 pnrinp 1_I E c J. Cleveland, P.E.
S nior 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.
CRIN911. 5- 2 1410,R -3, Page 2 o1'2