ST9905-LR080530
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94081124.0025
Service Date: May 16, 2008
lrerracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Batch Time: 12:08pm Plant: 7
Supplier: Lattimore Materials
Truck No: 9115 Ticket No: 7192488
Mix 1.0. No.: 1701
Water Added Onsite Before Test: 0 Gallons
Water Added Onsite After Test: 0 Gallons
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, of:
Ambient Temperature, OF:
Plastic Unit Weight, pcf:
Report Date: May 30, 2008
Project: Bethel Road I - #ST 99-05
Roadway & Drainage Improvements
City Limit Line to Freeport Parkway
Coppell, TX
Project No.: 94081124
SamlJle Informat/on
Date Cast: May 16, 2008 Time: 1:15pm
Sampled by: Ira S. Haynes
Weather Conditions: Clear
Accumulative Yards: 40 Batch Size (cy): 10.00
Placement Method: Direct Discharge
Sample Locations: Sta. 5+50
Placement Location: Box culvert base
Client:
City of Coppell TX
Attn: Rick O'Dell
Engineering Dept
PO Box 9478
Coppell TX 75019
Mater/a/Information
Specified Strength: 3600 psi @ 28 Days
Result
4.50
2.3
81
74
152.4
Specification
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Laboratorv Test Data Age at
Set Specimen Diameter Area Date Test
No. 10 (inches) (sq. inches) Tested (days)
1 1 6.00 28.27 OS/23/2008 7
1 2 06/13/2008 28
1 3 06/13/2008 28
Services _ Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Maximum Compressive
Load StrenRth
(Ibs) (pSI
97,270 3,440
Terracon Rap: Ira S. Haynes
Report Distribution:
(1) City of Coppell TX
(1) TIseo Paving Company
Reviewed by:
Eri . eveland, P.E.
Senior P ect Engineer
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 end shall not ba 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
malerials.
Page 1 of 1
DI.MW8IRDI.FuUl Key
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94081124.0008
Service Date: May 1, 2008
lrerracan
8901 Carpenter Frwy, Ste#100
Dallas, Texas 75247
(214) 630-1010
Batch Time: 1 :43pm Plant: 3
Supplier: Lattimore Materials
Truck No: 1049 Ticket No: 3248016
Mix 1.0. No.: 1701
Water Added On site Before Test: 0 Gallons
Water Added Onsite After Test: 0 Gallons
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, of:
Ambient Temperature, of:
Plastic Unit Weight, pcf:
Report Date: May 30, 2008
Project: Bethel Road I - #ST 99-05
Roadway & Drainage Improvements
City Limit Line to Freeport Parkway
Coppell, TX
Project No.: 94081124
SamDle Information
Date Cast: May 1, 2008 Time: 2:30pm
Sampled by: Ashton L. Varnell
Weather Conditions: Partly cloudy, windy
Accumulative Yards: 10 Batch Size (cy): 10.00
Placement Method: Hopper
Sample Locations: Sta.3+00
Placement Location: Curb inlet walls
Client:
City of Coppell TX
Attn: Rick O'Dell
Engineering Dept
PO Box 9478
Coppell TX 75019
Material Information
Specified Strength:
Result
7.25
4.5
86
81
145.6
Specification
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Laboratory Test Data
Age at Maximum Compressive
Test Load Strength
(days) (Ibs) (psi)
7 91,850 3,250
28 127,400 4,510
28 128,120 4,530
Average (28 Days) 4,520
Services _ Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Set
No.
1
1
1
Specimen
ID
1
2
3
Diameter Area
(inches) (sq. inches)
6.00 28.27
6.00 28.27
6.00 28.27
Date
Tested
05/08/2008
OS/29/2008
OS/29/2008
Terracon Rep: Ashton L. Varnell
Report Distribution:
(1) City of Coppell TX
(1) Tiseo Paving Company
Reviewed by:
~P.E
Senior Project Engineer
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 locatlon(s) referenced and are not necessarily Indicative of the properties of other apparently similar or Identical
male rials.
Page 1 of 1
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