ST0003-LR090202CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon
Report Number: 94081 163.0046
Service Date: 01/22/09 8901 Carpenter Frwy, Ste 100
Report Date: 02 /02/09 Dallas, TX 75247
214- 630 -1010
Client Project
City of Coppell TX Coppell Road - #ST00 -03
Attn: Albert Samaniego Sandy Lake Road to
Engineering Dept Cooper Lane
PO Box 9478 Coppell, TX
Coppell, TX 75019 Project Number: 94081 163
Material Information Sample Information
Specified Strength:
28 days
Sample Date:
01/22/09 Sample Time: 0935
Age at
Maximum
Sampled By:
Gregory L. Warren
Mix ID: 25011 -1
Date
Weather Conditions:
Clear
Supplier: TISEO Paving
Accumulative Yards:
70 Batch Size (cy): 10
Batch Time: 0917
Plant:
Placement Method:
Direct Discharge
Truck No.: 165
Ticket No.: N/A
Water Added Before (gal):
0
01/23/09
01/29/09
Water Added After (gal):
0
Field Test Data
1 2 6.00
Sample Location:
See Placement Location
Test
Result Specification
Placement Location:
Pavement Leaveouts, see attached
Slump (in):
3
01/23/09
sketch
Air Content (' %o):
4.7
Concrete Temp. (F):
63
Ambient Temp. (F):
70
Plastic Unit Wt. (pcf):
150.8
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
01/23/09
01/29/09
7
153,270
5,420 4
1 2 6.00
28.27
01/23/09
02/19/09
28
1 3 6.00
28.27
01/23/09
02/19/09
28
Comments:
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.: Gregory L. Warren
Reported To:
Contactor: 'riseo
Report Distribution:
(I) Cily of Coppell IN (1) Mill Zollars Inc
(I) riscoi'avinucompany
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.
Page I of 2
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94081 163.0046 Irerracon
Service Date: 01/22/09 8901 Carpenter Frwy, Ste 100
Report Date: 02/02/09 Dallas, TX 75247
214- 630 -1010
Client Project
City of Coppell TX Coppell Road - #ST00 -03
Attn: Albert Samaniego Sandy Lake Road to
Engineering Dept Cooper Lane
PO Box 9478 Coppell, TX
Coppell, TX 75019 Project Number: 94081163
Material Information Sample Information
Specified Strength: 28 days
Sample Date:
Sampled By:
Weather Conditions:
Accumulative Yards:
Placement Method:
Water Added Before (gal):
Water Added After (gal):
Sample Location:
Placement Location:
01/22/09 Sample Time: 1230
Gregory L. Warren
Clear
140 Batch Size (cy): 10
Direct Discharge
0
0
See Placement Location
Pavement Leaveouts; see attached
sketch
Mix ID: 25011 -1
Supplier: TISEO Paving
Batch Time: 1 148 Plant:
Truck No.: 163 Ticket No.: N/A
Field Test Data
Test
Slump (in):
Air Content (' %,):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Result Specification
3 3/4
4.5
68
7s
150.4
Laboratory Test Data
Set
Specimen Diameter
Area
Date
No.
1 D (in)
(sq in)
Received
2
1 6.00
28.27
01/24/09
2
2 6.00
28.27
01/24/09
2
3 6.00
28.27
01/24/09
Ageat Maximum .Compressive
Date
Test Load Strength Fracture
Tested
(days) (lbs) (psi) Type
01/29/09
7 133,260 4,710 2
02/19/09
28
02/19/09
28
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.: Gregory L. Warren
Reported To:
Contractor: Tiseo
Report Distribution:
(1) Cite nrCoppell TX (1) Huilt Whirs bia Reviewed By:
(I)'riscu Paving Company
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.
Page 2 of 2
Senior Project Manager
TERRACON REPORT NO.
C, 12 c
PROJECT:
PROJECT NO.:
LCCsE��p
A
S
Irer
Consulting Engineers & Scientists
REPORT OF SOIL -LIME MIXTURE PULVERIZATION Ireg-racon
Consultlno Enolneers & Scientists
6901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214- 630.1010
Date of Service: 02/02/09
Client: City of Coppell TX
Engineering Dept
PO Box 9478
Coppell, TX 75019
Contractor: Tiseo
Test Location: R Half of Coppell Road
Test Method: NCTCOG
Report No.: 94081163.0054
Project No.: 94081163
Project: Coppell Road - #ST00 -03
Sandy Lake Road to
Cooper Lane
Coppell, TX
Specification Requirements:
Minimum Passing 1 -3/4" Sieve: 100%
Minimum Passing #4 Sieve: 60%
Sample Condition: Field Moist
TEST
NO,
LOCATION
1 -3/4" SIEVE
% PASSING
#4 SIEVE
% PASSING
1
Sta. 40 +50, 10' R of centerline
100
60
2
Sta. 42 +50, 20'R of centerline
100
65
3
Sta. 44 +50, 15'R of centerline
100
66
4
Sta. 46 +50, 5'R of centerline
100
63
5
Sta. 48 +50, 15'R of centerline
100
72
6
Sta. 50 +50, 5'R of centerline
100
84
7
Sta. 52 +50, 20'R of centerline
100
61
Comments:
Technician: B. Hatch
Report Distribution:
(1) City of Coppell TX
(1) Huitt Zollars Inc
(1) City of Coppell TX
(1) Tiseo Paving Company
Senior Project Manager
dgr This report is exclusively for the use of the client indicated above and shall not be reproduced in fWl without written approval of Terracon.