ST0702-LR100211CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091174.0078 Irerracan
Service Date: 01/13/10 8901 Carpenter Frwy.
Report Date: 02/11/10 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
Mix ID: 1701
Supplier: Lattimore
Batch Time: Plant: 07
Truck No.: 9115 Ticket No.: 7213807
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pef):
Result Specification
5 1/2
3.8
55
40
Laboratory Test Data
Set Specimen
Diameter
Area
No. ID
(in)
(sq in)
1 1
6.00
28.27
1 2
6.00
28.27
1 3
6.00
28.27
1 4
6.00
28.27
Sample Date:
01/13/10 Sample Time:
Sampled By:
John Halverson
Weather Conditions:
Clear
Accumulative Yards:
10 Batch Size (cy):
Placement Method:
Direct Discharge
Water Added Before (gal)
:0
Water Added After (gal):
0
Sample Location:
North of railroad tracks
Placement Location:
Two inlets at northbound side of road
Compressive
Age at
Maximum
Date
Date
Test
Load
Received
Tested
(days)
(lbs)
01/14/10
01/20/10
7
152,120
01/14/10
01/27/10
14
165,740
01/14/10
02/10/10
28
197,890
01/14/10
02/10/10
28
194,660
Average (28 days)
Compressive
Strength
Fracture
(psi)
Type
5,380
2
5,860
4
7,000
4
6,890
4
6,950
Comments: Average compressive strength of 28 day cylinders complies with the specified strength. Not tested for plastic unit
weight.
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.: Terry Smith Insp /Testing Started: 1400
Reported To: Finished: 1730
Contractor: JRJ Paving
Report Distribution:
(1) City ofCoppell TX (1) Freese and Nichols Inc Reviewed By: elz
(I),IRI Paving LP E c J. lev ffid, P.E.
Senior Project Manager
Test Methods: ASTM C 31, ASTM C39, 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.
C11000 1, 5- 21 -09, Rm3 Page I of 1
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091 174.0090 Irerracon
Service Date: 02/02/10 8901 Carpenter Frwy.
Report Date: 02/11/10 Dallas, TX 75247
214- 630 -1010 Reg No: F -3272
Client Project
City of Coppel I TX
Coppell Road - #ST07 -02
Attn: Ri& 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 a 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. (pcf)
Result Specification
5 3 -5
6.8 3 -6
55
47
141.2
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
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
Water Added After (gal): 0
Sample Location:
Paving at Sta. 13 +90
Placement Location:
Driveway and future E parking section
28.27
at Coppell Road, Sta. 9 +50 - Sta. 13 +90
Age at
Area
Date
Date
Test
(sq in)
Received
Tested
(days)
28.27
02103110
02/09/10
7
28.27
02/03/10
02/16/10
14
28.27
02/03/10
03/02/10
28
28.27
02/03/10
03/02/10
28
Maximum
Compressive
Load
Strength Fracture
(lbs)
(psi) Type
127,430
4,510 2
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.: .loan Lopez Started: 0600
Reported To: Finished: 1530
Contractor: .IR.I Paving
Report Distribution:
(1) City nl'Coppcll Tx (1) Freese and Nichols Inc
(1),IRJ1 1_I'
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.
cnu1101. i.?�.n9, Rcr.7 Page I of 3
CONCRETE COMPRESSIVE STRENGTH TEST REPORT 111111111 �
Report Number: 94091 174.0090 lVerracon
Service Date: 02/02/10 8901 Carpenter Frwy.
Report Date: 02/11/10 Dallas, TX 75247
214 - 630 -1010 Reg No: F -3272
Client Project
City of Coppell TX
Coppell Road - #ST07 -02
Attn: Ricl: 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
True[( No.: 9150 Ticket No.: 7214477
Field Test Data
Test
Slump (in):
Air Content ( %.):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pct)
Result Specification
43/4 3 -5
5.6 3 -6
53
48
142.7
Laboratory Test Data
Set
Specimen
Diameter
No.
ID
(in)
2
1
6.00
2
2
6.00
2
3
6.00
2
4
6.00
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
7
Water Added After (gal):
0
Sample Location:
Parking paving at Sta. 11 +90
Placement Location:
Driveway and future E parking section
03/02/10
at Cppell Road, Sta. 9 +50 - Sta. 13 +90
Age at
Area
Date
Date
Test
(sq in)
Received
Tested
(days)
28.27
02/03/10
02/09/10
7
28.27
02/03/10
02/16/10
14
28.27
02/03/10
03/02/10
28
28.27
02/03/10
03/02/10
28
Maximum
Compressive
Load
Strength Fracture
(lbs)
(Psi) Type
131,600
4,650 2
Comments:
Samples Made By: Terracon
Services: Obtain samples of fi•esh concrete at the placement locationq perform required field tests and cast compressive strength
samples.
Terracon Rep.: Juan Lopez Started: 0600
Reported To: Finished: 1530
Contractor: .IR.I Paving
Report Distribution:
(1) Cily of Coppell Tx (1) Freese and Nichols fie
(1) JRJ Paving 1_I'
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.
( A- ?I -Inl, nev,
Page 2 of 3
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091 174.0090 Irerracon
Service Date: 02/02/10 8901 Carpenter Frwy.
Report Date: 02/11/10 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: 1332
Truck No.: 5030
Plant: 07
Ticket No.: 7214493
Field Test Data
Test
Slump (in):
Air Content
Concrete Temp. (P):
Ambient Temp. (P):
Plastic Unit Wt. (pel):
Result Specification
4 1/2 3 -5
5.3 3 -6
59
55
143.7
Laboratory Test Data
Set
Specimen
Diameter
No.
ID
(in)
3
I
6.00
3
2
6.00
3
3
6.00
3
4
6.00
ill ents:
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
7
Water Added After (gal):
0
Sample Location:
Paving at Sta. 13 +80
Placement Location:
Driveway and future E parking section
03/02/10
at Coppell Road, Sta. 9 +50 - Sta. 13 +90
Age at
Area
Date
Date
Test
(sq in)
Received
Tested
(days)
28.27
02/03/10
02/09/10
7
28.27
02/03/10
02/16/10
14
28.27
02/03/10
03/02/10
28
28.27
02/03/10
03/02/10
28
Maximum
Compressive
Load
Strength Fracture
(lbs)
(psi) Type
145,460
5,150 2
Samples Made 13y: 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: .IR.I Paving
Report Distribution:
(1) City of C'oppelI TX (1) Freese and Nichols hic Reviewed By:
(1),IRJ Paving 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 forthe 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.
ruo00 1. s- +1.1 rt• u-, Page 3 of 3