Service Star-LR070508
CONCRETE COMPRESSIVE STRENGTH TEST
~
Report Number: 94061329.0108
Service Date: March 10, 2007
lrerracon
Client:
ServiceStar Design Group LLC
Attn: Frank Malek
5670 Greenwood Plaza Blvd, Suite 300
Greenwood Village CO 80111
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 1.0. No.: 5177
Water Added Onsite Before Test: OGallons
Water Added Onsite After Test: 0 Gallons
Report Date: May 08, 2007
Project: Multi-Fac' . ept
one Store)
SWC Hwy. 121 & MacArthur Blvd.
Coppell, TX
Project No.: 94061329
Sample 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.)
Material Information
Specified Strength: 3500 psi @ 28 Days
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, of:
Ambient Temperature,oF:
Plastic Unit Weight, pef:
*
Specification
3-5
4.5-7.5
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Result
6.50
3.9
64
57
145.0
*
Laboratorv Test Data
* = Field Test Results do not meet project specifications.
Age at Maximum Compressive
Test Load Strength
(days) (Ibs) (psi)
7 90,710 3,210
28 122,030 4,320
28 115,850 4,100
Average (28 Days) 4
1 4 6.00 28.27 05/05/2007 56 134,540 4,7
Services _ Obtain samples of fresh concrete at the placement location rform 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
03/17/2007
04/07/2007
04/07/2007
rr/rv
!7/t~b"7
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-PDRIR1)1~Future Io\!ll"
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94061329.0108
Service Date: March 10,2007
lrerracDn
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: May 08, 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
Laboratorv Test Data
* = Field Test Results do not meet project specifications.
Age at Maximum Compressive
Test Load Strength
(days) (Ibs) (psi)
7 81,220 2,870
28 116,380 4,120
28 117,730 4,160
Average (28 Days) 4,140
2 4 6.00 28.27 05/05/2007 56 130,060 4,600
Services _ Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Set
No.
2
2
2
Specimen
ID
1
2
3
Diameter Area
(inches) (sq. inches)
6.00 28.27
6,00 28.27
6,00 28.27
Date
Tested
03/17/2007
04/07/2007
04/07/2007
Terracon Rep: Michael W. Whyman
Report Distribution:
(1) ServiceSlar Design Group LLC
(1) City of Coppell TX
(1) City of Coppell TX
(1) ICI Construction Inc
(1) ICI Construction Inc
(1) Pale Engineers
(1) ServiceSlar Design Group LLC
(1) Ratliff Group LLC
Reviewed by:
Lyndon J. C ,P.E.
Principal n ineer
The tests were performed in general accordance with applicable ASTM, AAS HTO, or DOT test methods. This report is exclusively for the u f 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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