ST0702-LR100222CONCRETE COMPRESSIVE STRENGTH TEST REPORT Flim
Report Number: 94091174.0093 Wrracan
Service Date: 02/05/10 8901 Carpenter Frwy.
Report Date: 02/22/10 Revision 1 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: 4,200 psi @
Mix ID: 1701
Supplier: Lattimore
Batch Time: 1024 Plant:
Truck No.: 9105 Ticket No.
28 days
3273707
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
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:
Samples Made By: Terracon
Sample Date:
02/05/10 Sample Time: 1130
Sampled By:
Burl E. Thomas
Weather Conditions:
Clear
Accumulative Yards:
6.5 Batch Size (ey): 6.5
Placement Method:
Direct Discharge
Water Added Before (gal):0
7
Water Added After (gal):
0
Sample Location:
Sta. 8 +79, Sta. 8 +81
Placement Location:
Inlet curb, N Gutter, Coppell Road
Age at
Area
Strength Fracture
(Ibs)
Test
(sq in)
5,150 4
155,400
(days)
28.27
7
28.27
14
28.27
28
28.27
28
Date
Received
02/06/10
02/06/10
02/06/10
02/06/10
Date
Tested
02/12/10
02/19/10
03/05/10
03/05/10
Maximum Compressive
Load
Strength Fracture
(Ibs)
(psi) Type
145,620
5,150 4
155,400
5,500 2
Services: Obtain samples of fresh concrete at the placement locations, perform required field tests and ca t compressive strength
samples.
Terracon Rep.: Burl E. Thomas Started: 0830
Reported To: Finished: 1300
Contractor: JRJ Paving
Report Distribution:
(I) City of Coppell TX (I) Freese and Nichols Inc Reviewed By:
(I),IRJ I'avmg u1 C veland, P.E.
nior P r ect 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.
CROW, 5- 2I- 09, Rev.l Page 1 of 1
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091 174.0083 Irerracon
Service Date: 01/22/10 8901 Carpenter Frwy.
Report Date: 02/22/10 Revision 2 Dallas, TX 75247
214 - 630 -1010 Reg No: F -3272
Client Project
City of Coppell "rx
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:
01/22/10 Sample Time: 1206
Sampled By:
Barry Cuble
Mix ID: 1701
Weather Conditions:
Sunny, breezy
Supplier: Lattimore
Accumulative Yards:
110 Batch Size (cy): 10
Batch Time: 1 128
Plant:
7
Placement Method:
Direct Discharge
True[( No.: 9142
Ticket No.: 3273282
Water Added Before (gal):0
Water Added After (gal): 0
Field Test Data
Sample Location:
Eastbound lane, 12'N of S curb, 15' E
Test
Result
Specification
of W edge
Slump (in):
4 1/4
3 -5
Placement Location:
Paving, driveways on Howe at 708,
Air Content ('A):
4.2
3 -6
709, 710, 713, 717 and 821, eastbound
Concrete Temp. (F):
68
at Burns, E of Coppell Road
Ambient Temp. (F):
61
Plastic Unit Wt. (pcf):
148.7
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)
(lbs) (psi) Type
2 I
6.00
28.27
01/23/10
01/25/10 3
88,740 3,140 5
2 2
6.00
28.27
01/23/10
01/29/10 7
128,310 4,540 2
2 3
6.00
28.27
01/23/10
02/05/10 14
162,650 5,750 2
2 4
6.00
28.27
01/23/10
02/19/10 28
170,530 6,030 2
2 5
6.00
28.27
01/23/10
02/19/10 28
168,760 5,970 2
Average (28 days) 6,000
Comments: Average compressive strength of 28 day cylinders complies with the specified strength.
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.: Barry Cuble Started: 0530
Reported To: Finished: 1230
Contractor: .IR.I Paving
Report Distribution:
(1) City o1Cnp1W11 Tx (1) Freese and Nichols L,c Reviewed By :
(1)JRJPaving 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.
OMNII, idl.n�r. Ro.., Page 2 of 2
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
MMM
Report Number: 94091 174.0083 Terracon
Service Date: 01/22/10 8901 Carpenter Frwy.
Report Date: 02/22/10 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
Mix ID: 1701
Supplier: Lattimore
Batch Time: 0704 Plant: 7
Truck No.: 7003 Ticket No.: 7214136
Field Test Data
Test
Slump (in):
Air Content
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Result Specification
4 3 -5
3.6 3 -6
60
48
151.5
Laboratory Test Data
Set Specimen
Diameter
Area
Date
No. ID
(in)
(sq in)
Received
1 1
6.00
28.27
01/23/10
1 2
6.00
28.27
01/23/10
1 3
6.00
28.27
01/23/10
1 4
6.00
28.27
01/23/10
Sample Date:
01/22/10 Sample Time: 0734
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:
710 Howe, 10'N of S curb, 5'E of W
28
edge
Placement Location:
Paving, driveways on Howe at 708,
172,260
709, 710, 713, 717 and 821, eastbound
Average (28 days)
at Burns, E of Coppell Road
Compressive
Age at
Maximum
Date
Test
Load
Tested
(days)
(lbs)
01/29/10
7
114,390
02/05/10
14
132,430
02/19/10
28
172,610
02/19/10
28
172,260
Average (28 days)
Compressive
Strength
Fracture
(psi)
Type
4,050
2
4,680
2
6,110
2
6,090
2
6,100
Comments: Avcrage compressive strength of 28 day cylinders complies with the specified strength.
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement location4 perform required field tests and cast compressive strength
samples.
Terracon Rep.: Barry Cuble Started: 0530 Lunch / Non - Chargeable: 2.00
Reported To: Finished: 1230
Contractor: .IR.I Paving
Report Distribution:
(1) Cily nrCoppell 7x (1) Freese and Nichols Inc
(1)JR.I1 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.
CWNNII. 5-21-M. Itcv.? Page 1 of 2