ST0003-LR090615(6/18/2009) Carol Dye - 94081163 -6.pdf Page
CONCRETE COMPRESSIVE
STRENGTH TEST REPORT Irerracon
Report Number: 94081163.0102
05/15/09 Sample Time:
Service Date: 05/15/09
8901 Carpenter Frwy, Ste 100
Report Date: 06/15/09
Dallas, TX 75247
214- 630 -1010 Reg No: F -3272
Client
Project
City of Coppell TX
Coppell Road - #ST00 -03
Attn: Albert Samaniego
Sandy Lake Road to
Engineering Dept
Cooper Lane
PO Box 9478
Coppell, TX
Coppell, TX 75019
Project Number: 94081163
Material Information
Sample Information
Specified Strength:
3,000 psi @
28 days
Sample Date:
05/15/09 Sample Time:
1245
Sampled By:
Robert Sargeant
Mix ID: 8272
Weather Conditions:
Clear
Supplier: TXI
Accumulative Yards:
60 Batch Size (cy):
10
Batch Time: 1 156
Plant:
141
Placement Method:
Direct Discharge
Truck No.: 1040
Ticket No.:
866095
Water Added Before (gal):
10
Field Test Data
Water Added After (gal):
0
Sample Location:
See Placement Location
Test
Result
Specification
Placement Location:
Sidewalk @ Kaye Lane
Slump (in):
5 3/4
Air Content ( %):
3.7
Concrete Temp. (N):
86
Ambient Temp. (F):
85
Plastic Unit Wt. (pcf):
152.4
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
2 1
6.00
28.27
05/16/09
05/22/09 7
78,020 2,760
4
2 2
6.00
28.27
05/16/09
06/12/09 28
113,580 4,020
2
2 3
6.00
28.27
05/16/09
06/12/09 28
110,180 3,900
2
Average
(28 days) 3,960
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 field tests and cast
samples.
Terracon Rep.: Robert Sargeant Started: 1030
Reported To:
Contractor: Tiseo
Report Distribution:
(I) City of Copper TX
(1) Tiwo Paving Company
(1) Hmt( Zollars Inc
Finished: 1330
Reviewed By:
strength
Project Engineer
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, 5- 21 -09, Rev.l
Page 2 of 2
(6/18 /2009) Carol Dye - 94081163 -6.pdf Pag 1
CONCRETE COMPRESSIVE STRENGTH TEST
REPORT
Irerracon
Report Number: 94081163.0102
1200
Service Date: 05/15/09
8901 Carpenter Frwy, Ste 100
Report Date: 06/15/09
Dallas, TX 75247
214- 630 -1010 Reg No: F -3272
Client
Project
City of Coppell TX
Coppell Road - #ST00 -03
Attn: Albert Samaniego
Sandy Lake Road to
40 Batch Size (cy):
Engineering Dept
Cooper Lane
Plant:
PO Box 9478
Coppell, TX
Placement Method:
Coppell, TX 75019
Project Number: 94081163
Material Information
Sample Information
No.:
Specified Strength:
3,000 psi @
28 days
Sample Date:
05/15/09 Sample Time:
1200
Sampled By:
Robert Sargeant
Mix ID: 8272
Weather Conditions:
Clear
Supplier: TXI
Accumulative Yards:
40 Batch Size (cy):
10
Batch Time: 1 115
Plant:
141
Placement Method:
Direct Discharge
Truck No.: 7812
Ticket
No.:
866042
Water Added Before (gal):
10
Water Added After (gal):
0
Field Test Data
Sample Location:
See Placement Location
Test
Result
Specification
Placement Location:
Sidewalk at 420 Coppell Road
Slump (in):
6
Air Content ( %):
3.1
Concrete Temp. (F):
85
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
05/16/09
05/22/09 7
79,920 2,830
4
1 2
6.00
28.27
05/16/09
06/12/09 28
121,990 4,320
2
1 3
6.00
28.27
05/16/09
06/12/09 28
115,870 4,100
2
Average (28 days) 4,210
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, perfonn required field tests and cast compressive strength
samples.
Terracon Rep.: Robert Sargeant Started: 1030
Reported To:
Contractor: Tiseo
Report Distribution:
(])City of Coppell TX
(I) Tiseo Paving Company
(1) Hain Zollars Inc
Finished: 1330
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.
CR0001, 5- 21 -09, R-3 Page 1 of 2