Service Star-LR061111
Specification
3-5
3-6
Age at Maximum Compressive
Test Load Strength
(days) (Ibs) (psi)
7 104,810 3,710
28 143,360 5,070
28 141,490 5,000
Average (28 Days) 5,040
1 4 12/07/2006 56
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Lyndon J.
Principal
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the u 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.
CONCRETECOMPRESSNESTRENGTHTEST
Report Number: 94061329.0010
Service Date: October 12, 2006
Client:
ServiceStar Design Group LLC
AUn: Frank Malek
5670 Greenwood Plaza Blvd, Suite 300
Greenwood Village CO 80111
Material Information
Specified Strength: 4000 psi @ 28 Days
Batch Time: 1 :25 PM Plant: 5
Supplier: Redi-Mix Concrete
Truck No: 318 Ticket No: 566429
Mix I.D. No.: 958
Water Added Onsite Before Test: 0 Gallons
Water Added Onsite After Test: 10 Gallons
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, of:
Ambient Temperature,oF:
Plastic Unit Weight, pcf:
Result
3.00
2.8
81
68
148.6
Laboratory Test Data
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
Terracon Rep: Jeremy L. Robison
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) ServiceStar Design Group LLC
(1) Ratliff Group LLC
lrerracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Report Date: November 11, 2006
Project: Multi-Facility Concept
(Firestone Store)
SWC Hwy. 121 & MacArthur Blvd.
Coppell, TX
Project No.: 94061329
Samole Information
Date Cast: October 12,2006 Time: 2:00 PM
Sampled by: Jeremy L. Robison
Weather Conditions: Overcast
Accumulative Yards: 4/4 Batch Size (cy): 4.00
Placement Method: Direct Discharge
Sample Locations: Refer to placement location
Placement Location: Storm Sewer Inlet Top
Test Method
ASTM C143
ASTM C231
ASTM C1 064
ASTM C 1064
ASTM C138
Date
Tested
10/19/2006
11/09/2006
11/09/2006
Reviewed by:
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