ST0702-LR100217CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091174.0090 Irerracon
Service Date: 02/02/10 8901 Carpenter Frwy.
Report Date: 02/17/10 Revision 1 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: 0711 Plant: 07
Truck No.: 5030 Ticket No.: 7214464
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pet)
Result Specification
5 3 -5
6.8 3 -6
55
47
141.2
Laboratory Test Data
Sample Date:
02/02/10 Sample Time: 0804
Sampled By:
Juan Lopez
Weather Conditions:
Cloudy, windy
Accumulative Yards:
30 Batch Size (cy): 10
Placement Method:
Direct Discharge
Water Added Before (gal):5
6.00
Water Added After (gal):
0
Sample Location:
Paving at Sta. 13 +90
Placement Location:
Driveway and future E parking section
02/03/10
at Coppell Road, Sta. 9 +50 - Sta. 13 +90
Set Specimen
Diameter
Area
Date
Date
No. [D
(in)
(sq in)
Received
Tested
1 1
6.00
28.27
02/03/10
02/09/10
1 2
6.00
28.27
02/03/10
02/16/10
1 3
6.00
28.27
02/03/10
03/02/10
I 4
6.00
28.27
02/03/10
03/02/10
Comments:
Samples Made By: Terracon
Age at
Maximum
Test
Load
(days)
(lbs)
7
127,430
14
135,630
28
28
Compressive
Strength Fracture
(psi) Type
4,510 2
4,800 2
Services: Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Teri-aeon Rep.: Juan Lopez Started: 0600
Reported To: Finished: 1530
Contractor: JRJ Paving
Report Distribution:
(1) City of Coppell TX (1) Freese and Nichols Inc
(I) JRJ Paving LP
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, Rcv.3 Page 1 of 3
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091174.0090 lerracon
Service Date: 02/02/10 8901 Carpenter Frwy.
Report Date: 02/17/10 Revision I 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: 1012 Plant: 07
Truck No.: 9150 Ticket No.: 7214477
Field Test Data
Test
Slump (in):
Air Content (%):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Laboratory Test Data
Set Specimen
No. ID
Result Specification
43/4 3 -5
5.6 3 -6
53
48
142.7
Sample Date:
02/02/10 Sample Time: 1100
Sampled By:
Juan Lopez
Weather Conditions:
Cloudy, windy
Accumulative Yards:
120 Batch Size (cy): 10
Placement Method:
Direct Discharge
Water Added Before (gal):0
02/09/10
Water Added After (gal):
0
Sample Location:
Parking paving at Sta. 11 +90
Placement Location:
Driveway and future E parking section
02/03/ 10
at Cppell Road, Sta. 9 +50 - Sta. 13 +90
Diameter
Area
Date
Date
(in)
(sq in)
Received
Tested
6.00
28.27
02/09/10
6.00
28.27
02/16/10
6.00
28.27
02/03/ 10
03/02/10
6.00
28.27
03/02/10
02/03/10
02/03/10
02/03/10
Age at
Test
(days)
7
14
28
28
Maximum Compressive
Load
Strength Fracture
(lbs)
(psi) Type
131,600
4,650 2
142,180
5,030 2
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.: Juan Lopez Started: 0600
Reported To: Finished: 1530
Contractor: JRJ Paving
Report Distribution:
(1) City or Coppell TX (1) Freese and Nichols Inc
(1) JRJ Paving LP
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.
CR00o 1. 5- 21 -09, Rev.l Page 2 of 3
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091174.0090 Irerracon
Service Date: 02/02/10 8901 Carpenter Frwy.
Report Date: 02/17/10 Revision I Dallas, TX 75247
214- 630 -1010 Reg No: F -3272
Client Project
City of Coppell TX
Coppell Road - 9ST07 -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 1D: 1701
Supplier: Lattimore
Batch Time: 1332 Plant: 07
Truck No.: 5030 Ticket No.: 7214493
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Result Specification
4 1/2 3 -5
5.3 3 -6
59
55
143.7
Laboratory Test Data
Set
Specimen
Diameter
Area
No.
ID
(in)
(sq in)
3
1
6.00
28.27
3
2
6.00
28.27
3
3
6.00
28.27
3
4
6.00
28.27
mments:
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement locations, perform required fie
samples.
Terracon Rep.: Juan Lopez Started: 0600
Reported To: Finished: 1530
Contractor: JRJ Paving
Report Distribution:
(1) City of Coppell TX (1) Freese and Nichols Inc
(1)JRJPaving LP
Reviewed By:
Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231
Sample Date:
02/02/10 Sample Time: 1420
Sampled By:
Juan Lopez
Weather Conditions:
Sunny, windy
Accumulative Yards:
210 Batch Size (cy): 10
Placement Method:
Direct Discharge
Water Added Before (gal):5
Fracture
Water Added After (gal):
0
Sample Location:
Paving at Sta. 13 +80
Placement Location:
Driveway and future E parking section
02/03/10
at Coppell Road, Sta. 9 +50 - Sta. 13 +90
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.3 Page 3 of 3
Age at
Maximum
Compressive
Date
Date
Test
Load
Strength
Fracture
Received
Tested
(days)
(lbs)
(psi)
Type
02/03/10
02/09/10
7
145,460
5,150
2
02/03/10
02/16/10
14
152,800
5,400
2
02/03/10
03/02/10
28
02/03/10
03/02/10
28
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.3 Page 3 of 3
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091 174.0093 ierracon
Service Date: 02/05/10 8901 Carpenter Frwy.
Report Date: 02/17/10 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
Specified Strength: 4,200 psi a 28 days
Mix ID:
1701
Supplier:
Lattimore
Batch Time:
1024
Truck No.:
9105
Plant: 3
Ticket No.: 3273707
Field Test Data
Test
Slump (in):
Air Content (' %o):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pct):
Result Specification
3
4.5
56
50
150.8
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:
Area
Date
Load
Test
(Ibs)
(psi) Type
145,620
5,150 4
Received
02/06/10
Sample Information
Sample Date: 02/05/10 Sample Time: 1130
Sampled By: Burl E. Thomas
Weather Conditions: Clear
Accumulative Yards: 6.5 Batch Size (cy): 6.5
Placement Method: Direct Discharge
Water Added Before (gal):0
Water Added After (gal): 0
Sample Location: Sta. 8 +79, Sta. 8 +81
Placement Location: Inlet curb, N Gutt
er, Coppell Road
Age at
Date
02/ 19/10
03/05/10
03/05/10
Maximum
Compressive
Load
Strength Fracture
(Ibs)
(psi) Type
145,620
5,150 4
Age at
Date
Tested
02/12/10
Maximum
Compressive
Load
Strength Fracture
(Ibs)
(psi) Type
145,620
5,150 4
Samples Made [3,y: Terracon
Services: Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive ength
samples. '
Terracon Rep.: Burl E. Thomas Started: 0830
Reported To: Finished: 1300
Contractor: .IR.I Paving
Report Distribution:
(I)Citynl'C'uppcll'I:\ (I)Freeseanti Nichols htc Reviewed By:
(I),IR.I I';i,•ing 1-11 Erlc 7. evelatld, P.E.
Senior roject 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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