ST0702-LR100322 CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091174.0100 1 r"..rr7cip[11
Service Date: 02/19/10 8901 Carpenter Frwy.
Report Date: 03/22/10 Revision 2 Dallas, TX 75247
214- 630 -1010 Reg No: F -3272
Client Project
City of Coppell 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 Sample Date: 02/19/10 Sample Time: 0926
Sampled By: Jose A. Martinez
Mix ID: 1701 Weather Conditions: Cloudy, windy
Supplier: Lattimore Accumulative Yards: 20 Batch Size (cy): 10
Batch Time: 0854 Plant: 7 Placement Method: Direct Discharge
Truck No.: 7060 Ticket No.: 7214744 Water Added Before (gal):5
Water Added After (gal): 0
Field Test Data Sample Location: Coppell Road - North crossing at Burns
Test Result Specification Placement Location: Pavement
Slump (in): 4 3 -5
Air Content ( %): 7.2 3 -6
Concrete Temp. (F): 56
Ambient Temp. (F): 47
Plastic Unit Wt. (pcf): 141.7
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) (Ibs) (psi) Type
1 1 6.00 28.27 02/20/10 02/26/10 7 95,630 3,380 5
1 2 6.00 28.27 02/20/10 03/05/10 14 109,630 3,880 4
1 3 6.00 28.27 02/20/10 03/19/10 28 146,660 5,190 4
1 4 6.00 28.27 02/20/10 03/19/10 28 150,120 5,310 2
Average (28 days) 5,250
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.: Jose A. Martinez Started: 0830
Reported To: Finished: 1130
Contractor: JRJ Paving
Report Distribution:
(1) City of Coppell TX (1) Freese and Nichols Inc Reviewed By:
(I) JRJ Paving LP Eric J. C • veland, 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.
Page 1 of 1
CR0001, 5- 21 -09, Rev 3
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CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091174.0102 fM .. . -. ion
Service Date: 02/22/10 8901 Carpenter Frwy.
Report Date: 03/22/10 Revision 2 Dallas, TX 75247
214- 630 -1010 Reg No: F -3272
Client Project
City of Coppell 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: 4,000 psi @ 28 days Sample Date: 02/22/10 Sample Time: 1145
Sampled By: Julio R. Perez
Mix ID: 1701 Weather Conditions: Cloudy
Supplier: Lattimore Accumulative Yards: 5.5 Batch Size (cy): 5.5
Batch Time: 1102 Plant: 07 Placement Method: Direct Discharge
Truck No.: 5016 Ticket No.: 7214796 Water Added Before (gal):5
Water Added After (gal): 0
Field Test Data Sample Location: Coppell Road and Burns
Test Result Specification Placement Location: Inlet
Slump (in): 3
Air Content ( %): 3.5
Concrete Temp. (F): 65
Ambient Temp. (F): 43
Plastic Unit Wt. (pct): 143.2
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) (Ibs) (psi) Type
1 1 6.00 28.27 02/23/10 03/01/10 7 151,610 5,360 2
1 2 6.00 28.27 02/23/10 03/08/10 14 165,320 5,850 2
1 3 6.00 28.27 02/23/10 03/22/10 28 181,060 6,400 2
1 4 6.00 28.27 02/23/10 03/22/10 28 207,890 7,350 2
Average (28 days) 6,880
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 c. t compressive strength
samples.
Terracon Rep.: Julio R. Perez Started: 1000
Reported To: Finished: 1300
//./
Contractor: JRJ Paving
Report Distribution:
(1) City of Coppell TX (I) Freese and Nichols Inc Reviewed By:
(I) JRJ Paving LP J J. Cle e and, 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.
Page 1 of 1
CR0001, 5- 21 -09, Rev.3
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091 174.01 13 = n
Service Date: 03/15/10 8901 CarpenterFrwy.
Report Date: 03/22/10 Dallas, TX 75247
214- 630 -1010 Reg No: F -3272
Client Project
City of Coppell 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: 3,000 psi @ 28 days Sample Date: 03/15/10 Sample Time: 0806
Sampled By: Jose A. Martinez
Mix ID: 1261 Weather Conditions: Cloudy
Supplier: Lattimore Accumulative Yards: 10 Batch Size (cy): 10
Batch Time: 0740 Plant: 7 Placement Method: Direct Discharge
Truck No.: 7025 Ticket No.: 7215214 Water Added Before (gal):15
Field Test Data Water Added After (gal): 0
Sample Location: Sta. 10 +00
Test Result Specification Placement Location: Sidewalk W side of Coppell Rd. from
Slump (in): 4 1/4 3 -5 Sta. 00 +OOto Sta. 135 +00
Air Content ( %): 5.4 3 -6
Concrete Temp. (F): 60
Ambient Temp. (F): 47
Plastic Unit Wt. (pct): 144.6
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) (Ibs) (psi) Type
1 1 6.00 28.27 03/16/10 03/22/10 7 115,190 4,070 3
1 2 6.00 28.27 03/16/10 03/29/10 14
1 3 6.00 28.27 03/16/10 04/12/10 28
1 4 6.00 28.27 03/16/10 04/12/10 28
Comments:
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compress' e rength
samples.
Terracon Rep.: Jose A. Martinez Started: 0800
41//
Reported To: Finished: 1130
Contractor: JRJ Paving
Report Distribution:
(1) CO). nlCoppcll TX (I) Freese mid Nichols Inc Reviewed By:
(1) MU Paving u' ' ''ic J.' 1: eland, P.E.
Senior Pr. ect Manager
Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM CI43, 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 1 0l' 1
(-awl'. 5-21-09, Ito 3