ST0702-LR100203CONCRETE 94
E COMPRESSIVE STRENGTH TEST REPORT
Report Num amen
Service Date: 01/05/10 8901 Carpenter Frwy.
Report Date: 02/03/10 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:
01/05/10
Sample Time:
1450
Sampled By:
Burl E. Thomas
Mix ID: 1701
Weather Conditions:
Cloudy
Supplier: Lattimore
Accumulative Yards:
6.5
Batch Size (cy):
6.5
Batch Time: 1326
Plant:
07
Placement Method:
Direct Discharge
Truck No.: 5030
Ticket No.: 7213536
Water Added Before (gal):0
Water Added After (gal): 0
Field Test Data
Sample Location:
Sta. 9 +50
Test
Result
Specification
Placement Location:
Inlet Tops,
S bound Coppell Road
Slump (in):
3 1/2
Air Content ( %):
4.5
Concrete Temp. (F):
48
Ambient Temp. (F):
35
Plastic Unit Wt. (pcf):
145.1
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
01/06/10
01/12/10 7
133,620
4,730
4
1
6.00
28.27
01/06/10
01/19/10 14
142,320
5,030
2
.
1 3
6.00
28.27
01/06/10
02/02/10 28
181,880
6,430
2
1 4
6.00
28.27
01/06/10
02/02/10 28
170,990
6,050
2
Average (28 days)
6,240
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 fie
samples.
Terracon Rep.: Burl E. Thomas Started: 1230
Reported To:
Contractor: JRJ Paving
Report Distribution:
(I) City of Coppell TX
(1) JR.I Paving LP
(1) Freese and Nichols Inc
Finished: 1630
Reviewed By:
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.) Page 1 of 1
Senior Project Manager
CONCRETE COMPRE STRENGTH TEST REPORT Irerracan
Report Num Service Date: 01/19/10 8901 Carpenter Frwy.
Report Date: 02/03/10 Revision 1 Dallas, TX 75247
214- 630 -1010 Reg No: F -3272
Client Project
City of Coppell TX Coppell Road - 4ST07 -02
Attn: Rick O'DelI Bethel Road to
Engineering Dept Southwestern Blvd.
PO Box 9478 Coppell, TX
Coppell, TX 75019 Project Number: 94091174
Material Information
Specified Strength: 3,600 psi @ 28 days
Mix ID: 1701
Supplier: Lattimore
Batch Time: 0639 Plant: 3
Truck No.: 5023 Ticket No.: 3273054
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Laboratory Test Data
Sample Information
Sample Date:
01/19/10 Sample Time: 0731
Sampled By:
Barry Cubic
Weather Conditions:
Parly sunny, light breeze
Accumulative Yards:
20 Batch Size (cy): 10
Placement Method:
Direct Discharge
Water Added Before (gal):5
6.00
Water Added After (gal):
0
Sample Location:
East turn lane at 15'N of S curb, 5'W &
Result Specification E
4 1/4 3 -5 Placement Location: Pavement, eastbound turn lane off
5.2 3 -6 Burns Street and Coppell Road; N & S
67 entry at southbound Coppell Road
59
147.5
Set Specimen
Diameter
No. ID
(in)
1 1
6.00
1 2
6.00
1 3
6.00
1 4
6.00
Area
Date
(lbs)
Test
(sq in)
Received
137,430
(days)
28.27
01/20/10
01/26/10
7
28.27
01/20/10
02/02/ 10
14
28.27
01/20/10
28
28.27
01/20/10
02/16/10
28
Age at
Date
Tested
02/16/10
Maximum Compressive
Load
Strength Fracture
(lbs)
(psi) Type
111,250
3,940 2
137,430
4,860 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.: Barry Cuble Started: 0600
Reported To: Finished: 1100
Contractor: JRJ Paving
Report Distribution: Reviewed B
( I ) City of Coppell TX (1) Freese and Nichols Inc y
(I)JRJ Paving LP 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.
CR0001. 5- 21 -09, Rcv3 Page I of I
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091 174.0085 [e aml con
Service Date: 01/26/10 8901 Carpenter Frwy.
Report Date: 02/03/10 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: 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
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 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 curb and 15' W of E curb
Placement Location:
Pavement, head -in parking, E side of
02/23/10
Coppell Road
Age at
Area
Date
Date
Test
(sq in)
Received
Tested
(days)
28.27
01/27/10
02/02/10
7
28.27
01/27/10
02/09/10
14
28.27
01/27/10
02/23/10
28
28.27
01/27/10
02/23/10
28
Maximum
Compressive
Load
Strength Fracture
(lbs)
(psi) Type
151,370
5,350 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.: Barry Cuble Started: 0830
Reported To: Finished: 1430
Contractor: JRJ Paving
Report Distribution:
(1) City orCoplxll Tx (1) Freese and Nichols Inc
(1),IRJ Paving U'
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.
( IUM1 i. -P). R-3 Page I of 2
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091 174.0085 Terracon
Service Date: 01/26/10 8901 Carpenter Frwy.
Report Date: 02/03/10 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: 3,600 psi a
Mix ID: 1701
Supplier: Lattimore
Batch Time: 1 155 Plant:
Truck No.: 7025 Ticket No.
28 days
7
7214279
Field Test Data
Test
Slump (in):
Air Content (' %,):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pct)
Result Specification
33/4 3 -5
4.7 3 -6
64
54
150.5
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 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
28.27
Coppell Road
Age at
Area
Date
Date
Test
(sq in)
Received
Tested
(days)
28.27
01/27/10
02/02/10
7
28.27
01/27/10
02/09/10
14
28.27
01/27/10
02/23/10
28
28.27
01/27/10
02/23/10
28
Maximum
Compressive
Load
Strength Fracture
(lbs)
(psi) Type
138,550
4,900 4
Comments:
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement locations perform required field tests and cast ompressive strength
samples.
Terracon Rep.: Barry Cuble Started: 0830
Reported To: Finished: 1430
Contactor: IR.1 Paving
Report Distribution:
(1) City 01*Coppe1l Tx (1) Freese and Nichols Inc Reviewed By:
(1) JRJ Paving 1.11 Eric J. Cleveland, P.E.
Senio 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.
(AMRn. ;.21414, IW,• i Page 2 of 2