ST0003-LR090522CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94081163.0095 Irerracon
Service Date: 04/22/09 8901 Carpenter Frwy, Ste 100
Report Date: 05/22/09 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: 4,000 psi @ 28 days
Mix ID: 2501H
Supplier: Tiseo Paving
Batch Time: 0657 Plant:
Truck No.: 164 Ticket No.:
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Result Specification
3
5.0
74
68
145.5
Laboratory Test Data
Set Specimen
Diameter
Area
Date
No. ID
(in)
(sq in)
Received
1 1
6.00
28.27
04/23/09
1 2
6.00
28.27
04/23/09
1 3
6.00
28.27
04/23/09
Sample Date:
Sampled By:
Weather Conditions:
Accumulative Yards:
Placement Method:
Water Added Before (gal)
Water Added After (gal):
Sample Location:
Placement Location:
04/22/09 Sample Time: 0745
Francisco J. Morillo
Clear
20 Batch Size (cy): 10
Direct Discharge
0
0
See Placement Location
Paving, Intersection of Park St. &
Coppell Rd.
Compressive
Age at
Maximum
Date
Test
Load
Tested
(days)
(lbs)
04/29/09
7
157,820
05/20/09
28
214,030
05/20/09
28
207,540
Average (28 days)
Compressive
Strength
Fracture
(psi)
Type
5,580
2
7,570
4
7,340
4
7,460
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 compressive strength
samples.
Terracon Rep.: Francisco J. Morillo
Reported To: Superintendent
Contractor: Tiseo
Report Distribution:
(1) City of Coppell TX (1) Huitt Zollars Inc
(1) Tisco Paving Company
Started: 0600 i
Finished: 0900
Reviewed By:
Eric J. Cle eland, P.E. -
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.
CR0001, 4- 30 -09, Rm2 Page 1 of I
CONCRETE COMPRESSIVE STRENGTH TEST REPORT I rerracon Report Number: 94081 163.0100
Service Date: 05/13/09 8901 Carpenter Frwy, Ste 100
Report Date: 05 /22/09 Dallas, TX 75247
214- 630 -1010 Reg No: F -3272
Client Project
City of Coppel l 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 a
28 days
Sample Date:
05/13/09 Sample Time: 1215
Sampled By:
Francisco J. Morillo
Mix ID: 8272
Weather Conditions:
Cloudy
Supplier: TX
Accumulative Yards:
30 Batch Size (cy): 10
Batch Time: 1 1 12
Plant:
131
Placement Method:
Direct Discharge
Truck No.: 1 102
Ticket No.:
864809
Water Added Before (gal):
0
Water Added After (gal):
0
Field Test Data
Sample Location:
From corner to 75'N
Test
Result
Specification
Placement Location:
Sidewalk at Oak Grove Ln
Slump (in):
6 1/2
Air Content
3.5
Concrete Temp. (F):
78
Ambient Temp. (F):
72
Plastic Unit Wt. (per):
146.5
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
05/14/09
05/20/09 7
91,440 3,230 2
1 ?
6.00
28.27
05/14/09
06/10/09 28
1 3
6.00
28.27
05/14/09
06/10/09 28
Comments:
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement locations, perform required field tests and cast coanpressive strength
samples.
Terracon Rep.: Francisco J. Morillo Started: 1 130
Reported To: Finished: 1330
Contractor: Tiseo
Report Distribution:
(1) Cily of Coppell 'I'x (1) I-luitt Zollnrs Inc Reviewed By:
(1) Tisco Pavin Compalt>, Eric J. Cleveland, P.E.
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.
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