Service Star-LR070319
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94061329.0108
Service Date: March 10, 2007
lrerracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Batch Time: 7:02 AM Plant: 7
Supplier: Lattimore Materials Co
Truck No: 7025 Ticket No: 7176335
Mix J.D. No.: 5177
Water Added Onsite Before Test: 0 Gallons
Water Added Onsite After Test: 0 Gallons
Report Date: March 19, 2007
Project: Multi-Facility Concept
(Firestone Store)
SWC Hwy. 121 & MacArthur Blvd.
Coppell, TX
Project No.: 94061329
Samo/e Information
Date Cast: March 10,2007 Time: 7:50 AM
Sampled by: Michael W. Whyman
Weather Conditions: Mostly clear
Accumulative Yards: 30/150 Batch Size (cy): 10.00
Placement Method: Direct Discharge
Sample Locations: Noted on sketch as #1
Placement Location: Pavement, Parking N of Building 2 (See
attached sketch.)
Client:
ServiceStar Design Group LLC
Attn: Frank Malek
5670 Greenwood Plaza Blvd, Suite 300
Greenwood Village CO 80111
Materia/Information
Specified Strength: 3500 psi @ 28 Days
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, of:
Ambient Temperature, of:
Plastic Unit Weight, pcf:
*
Specification
3-5
4.5-7.5
Test Method
ASTM C143
ASTM C231
ASTM C 1064
ASTM C 1064
ASTM C138
Result
6.50
3.9
64
57
145.0
*
* = Field Test Results do not meet project specifications.
Laboratorv Test Data
Age at Maximum Compressive
Set Specimen Diameter Area Date Test Load Strength
No. ID (inches) (sq. inches) Tested (days) (Ibs) (psi)
1 1 6.00 28.27 03/17/2007 7 90,710 3,210
1 2 04/07/2007 28
1 3 04/07/2007 28
1 4 05/05/2007 56
Services _ Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
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 1 of 2
01.PDRlR01.Fulurll Key
CONCRETE COMPRESSIVE STRENGTH TEST
. Report Number: 94061329.0108
Service Date: March 10, 2007
lrerracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client:
ServiceStar Design Group LLC
Attn: Frank Malek
5670 Greenwood Plaza Blvd, Suite 300
Greenwood Village CO 80111
Report Date: March 19, 2007
Project: Multi-Facility Concept
(Firestone Store)
SWC Hwy. 121 & MacArthur Blvd.
Coppell, TX
Project No.: 94061329
Sample Information
Date Cast: March 10, 2007 Time: 9:05 AM
Sampled by: Michael W. Whyman
Weather Conditions: Mostly clear
Accumulative Yards: 110/150 Batch Size (cy): 10.00
Placement Method: Direct Discharge
Sample Locations: Noted on sketch as #2
Placement Location: Pavement, Parking N of Building 2 (See
attached sketch.)
Material Information
Specified Strength: 3500 psi @ 28 Days
Batch Time: 8:19 AM Plant: 7
Supplier: Lattimore Materials Co
Truck No: 7024 Ticket No: 7176343
Mix I.D. No.: 5177
Water Added Onsite Before Test: 10 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:
Result
5.00
3.3
67
60
146.0
*
Specification
3-5
4.5-7.5
Test Method
ASTM C143
ASTM C231
ASTM C 1064
ASTM C 1064
ASTM C138
* = Field Test Results do not meet project specifications.
Laboratory Test Data
Age at Maximum Compressive
Set Specimen Diameter Area Date Test Load Strength
No. 10 (inches) (sq. inches) Tested (days) (Ibs) (psi)
2 1 6.00 28.27 03/17/2007 7 81,220 2,870
2 2 04/07/2007 28
2 3 04/07/2007 28
2 4 05/05/2007 56
Services _ Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Terracon Rep: Michael W. Whyman
Report Distribution:
(1) ServiceStar Design Group LLC
(1) City of Coppell TX
(1) City of Coppell TX
(1) ICI Construction Inc
(1) ICI Construction Inc
(1) Pate Engineers
(1) ServiceS tar Design Group LLC
(1) Ratliff Group LLC
Reviewed by:
Lyndon J Cox, P.E.
Princip I Engineer
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively f 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
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