ST0702-LR100223CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091174.0085 Irerracan
Service Date: 01/26/10 8901 Carpenter Frwy.
Report Date: 02/23/10 Revision 2 Dallas, TX 75247
214- 630 -1010 Reg No: F -3272
Client Project
City of Coppell TX
Attn: Rick O'Dell
Engineering Dept
PO Box 9478
Coppell, TX 75019
Material Information
Specified Strength: 3,600 psi @ 28 days
Mix ID: 1701
Supplier: Lattimore
Batch Time: 0856 Plant: 7
Truck No.: 3012 Ticket No.: 7214261
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pct):
Result Specification
4 3 -5
4.4 3 -6
59
42
150.0
Coppell Road - #ST07 -02
Bethel Road to
Southwestern Blvd.
Coppell, TX
Proiect Nmnber: 94091174
Sample Information
Sample Date:
01/26/10 Sample Time: 0925
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:
17' S of N curb and 15' W of E curb
Placement Location:
Pavement, head -in parking, E side of
No. ID
Coppell Road
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
01/27/10
02/02/10
7
151,370
5,350
2
1 2
6.00
28.27
01/27/10
02/09/10
14
165,280
5,850
2
1 3
6.00
28.27
01/27/10
02/23/10
28
168,300
5,950
4
1 4
6.00
28.27
01/27/10
02/23/10
28
175,400
6,200
4
Average
(28 days)
6,080
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.: Barry Cuble Started: 0830
Reported To:
Contractor: JRJ Paving
Report Distribution:
(1) City of Coppell TX
(1) JRJ Paving LP
(1) Freese and Nichols Inc
Finished: 1430
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, Rev.l Page 1 of 2
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091174.0085 Irerracan
Service Date: 01/26/10 8901 Carpenter Frwy.
Report Date: 02/23/10 Revision 2 Dallas, TX 75247
214- 630 -1010 Ree No:F -3272
Client Project
City of Coppell TX
Attn: Rick O'Dell
Engineering Dept
PO Box 9478
Coppell, TX 75019
Material Information
Specified Strength: 3,600 psi @ 28 days
Mix ID: 1701
Supplier: Lattimore
Batch Time: 1 155 Plant: 7
Truck No.: 7025 Ticket No.: 7214279
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pef):
Result Specification
5 - 3/ 7 4 3 -5
4.7 3 -6
64
54
150.5
Coppell Road - #ST07 -02
Bethel Road to
Southwestern Blvd.
Coppell, TX
Project Number: 94091174
Sample Information
Sample Date:
01/26/10 Sample Time: 1221
Sampled By:
Barry Cuble
Weather Conditions:
Sunny, light breeze
Accumulative Yards:
130 Batch Size (cy): 10
Placement Method:
Direct Discharge
Water Added Before (gal):10
Water Added After (gal):
0
Sample Location:
15'N of S curb and 10' W of E curb
Placement Location:
Pavement, head -in parking, E side of
Fracture
Coppell Road
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
01/27/10
02/02/10
7
138,550
4,900
4
2
2
6.00
28.27
01/27/10
02/09/10
14
150,490
5,320
2
2
3
6.00
28.27
01/27/10
02/23/10
28
167,860
5,940
4
2
4
6.00
28.27
01/27/10
02/23/10
28
169,850
6,010
4
Average (28 days)
5,980
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 cagt compressive strength
samples.
Terracon Rep.: Barry Cuble Started: 0830
Reported To: Finished: 1430
Contractor: JRJ Paving
Report Distribution:
(1) City or Coppell TX (1) Freese and Nichols Inc Reviewed By:
(1)JRJ Paving LP Eric r Vleveland, 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. 5- 21 -09, R-3 Page 2 of 2
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
EM
Report Number: 94091 174.0095 iierracon
Service Date: 02/16/10 8901 Carpenter Frwy.
Report Date: 02/23/10 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: 3,600 psi @ 28 days
Mix ID: 1701
Supplier: Lattimore
Batch Time: 0844 Plant: 07
Truck No.: 5030 Ticket No.: 7214621
Field Test Data
Test
Slump (in):
Air Content
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Result Specification
4 3 -5
5.0 3 -6
46
35
143.0
Laboratory Test Data
Set Specimen
Diameter
No. ID
(in)
I I
6.00
I 2
6.00
1 3
6.00
1 4
6.00
Sample Date:
02/16/10 Sample Time: 0915
Sampled By:
Jesus Rojas
Weather Conditions:
Clear
Accumulative Yards:
20 Batch Size (cy): 10
Placement Method:
Direct Discharge
Water Added Before (gal):5
7
Water Added After (gal):
0
Sample Location:
Sample #1; see attached sketch
Placement Location:
Pavement, Future Parking Lot, west
03/16/10
side of Coppell Road; see attached
28.27
sketch
Age at
Area
Date
Date
Test
(sq in)
Received
Tested
(days)
28.27
02/17/10
02/23/10
7
28.27
02/17/10
03/02/10
14
28.27
02/17/10
03/16/10
28
28.27
02/17/10
03/16/10
28
Maximum
Compressive
Load
Strength Fracture
(lbs)
(Psi) Type
133,350
4,720 4
Comments:
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.: Jesus Rojas Started: 0730
Reported To: Finished: 1230
Contractor: .IR.I Paving
Report Distribution:
(1) City nl' Coppell "rx (1) Freese and Nichols lnc
(I) JRJ Puvin6 1.1
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.
001001. 1-21-01). Re'. z Page 1 of 2
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091 174.0095 Irerracon
Service Date: 02/16/10 8901 Carpenter Frwy.
Report Date: 02/23/10 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: 3,600
psi @
28 days
Sample Date:
02/16/10 Sample Time: 1115
Sampled By:
Jesus Rojas
Mix ID: 1701
Weather Conditions:
Clear
Supplier: Lattimore
Accumulative Yards:
110 Batch Size (cy): 10
Batch Time: 1038
Plant:
07
Placement Method:
Direct Discharge
Truck No.: 7025
Ticket No.: 7214632
Water Added Before (gal):5
Field Test Data
Water Added After (gal): 0
Sample Location:
Sample #2; see attached sketch
Test
Result
Specification
Placement Location:
Pavement, Future Parking Lot, west
Slump (in):
4 1/2
3 -5
side of Coppell Road; see attached
Air Content (' %,):
4.8
3 -6
sketch
Concrete Temp. (F):
48
Ambient Temp. (F):
40
Plastic Unit Wt. (pcf):
144.2
Laboratory Test Data
Age at
Maximum Compressive
Set Specimen Diameter
Area
Date
Date Test
Load Strength Fracture
No. I D
(in)
(sq in)
Received
Tested (days)
(lbs) (psi) Type
2 I
6.00
28.27
02/17/10
02/23/10 7
137,890 4,880 4
2 2
6.00
28.27
02/17/10
03/02/10 14
2 3
6.00
28.27
02/17/10
03/16/10 28
2 4
6.00
28.27
02/17/10
03/16/10 28
Comments:
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement locationq perform required field tests and cast compressive strength
samples.
Terracon Rep.: .Jesus Rojas Started: 0730
Reported To: Finished: 1230
Contractor: .IR.I Paving
Report Distribution:
(1) City of Cnppcll Tx (1) Freese and Nichols hic Reviewed By:
(1).11111 1.1'
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.
t•Itt➢aH. 5- 21.09. It-3 Page 2 oft
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