Service Star-LR070212
Specification
3-5
4.5-7.5
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94061329.0051
Service Date: December 15, 2006
Client:
ServiceStar Design Group LLC
Attn: Frank Malek
5670 Greenwood Plaza Blvd, Suite 300
Greenwood Village CO 80111
Material Information
Specified Strength: 3500 psi @ 28 Days
Batch Time: 7:27 AM Plant: 01
Supplier: Nelson Bros. Concrete
Truck No: 219 Ticket No: 172311
Mix I.D. No.: PD36AEA
Water Added Onsite Before Test: -Gallons
Water Added Onsite After Test: - Gallons
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, of:
Ambient Temperature,oF:
Plastic Unit Weight, pcf:
Result
5.00
2.0
67
57
148.3
*
lrerracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Report Date: February 12, 2007
Project: Multi-Facility Concept
(Firestone Store)
SWC Hwy. 121 & MacArthur Blvd.
Coppell, TX
Project No.: 94061329
Sample Information
Date Cast: December 15, 2006 Time: 8:20 AM
Sampled by: Polikarp J. Labecki
Weather Conditions: Cloudy
Accumulative Yards: 30/130 Batch Size (cy): 10.00
Placement Method: Direct Discharge
Sample Locations: 30' S & 5' E of NW corner of pavement -
Sample #1 on Sketch
Placement Location: Pavement, Fire Lane & Parking Lot, E of
Firestone Bldg., (See attached sketch.)
Test Method
ASTM C143
ASTM C231
ASTM C 1064
ASTM C 1064
ASTM C138
Laboratory Test Data
* = Field Test Results do not meet project specifications.
Age at Maximum Compressive
Test Load Strength
(days) (Ibs) (psi)
7 118,660 4,200
28 157,100 5,560
28 152,310 5,390
Average (28 Days) 5,480
4 6.00 28.27 02/09/2007 56 173,900 6,150
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
10
1
2
3
Diameter Area
(inches) (sq. inches)
6.00 28.27
6.00 28.27
6.00 28.27
Date
Tested
12/22/2006
01/12/2007
01/12/2007
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-PDRIROI-FiAurIlKay
Specification
3-5
4.5-7.5
Age at Maximum Compressive
Test Load Strength
(days) (Ibs) (psi)
7 111,130 3,930
28 125,980 4,460
28 128,990 4,560
Average (28 Days) 4,510
4 6.00 28.27 02/09/2007 56 144,170 5,100
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Lyndon J Cox, P.E.
Princi al Engineer
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for th u e 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 Iyapplicable
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.
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94061329.0051
Service Date: December 15, 2006
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
Batch Time: 9:18 AM Plant: 01
Supplier: Nelson Bros. Concrete
Truck No: 223 Ticket No: 172326
Mix I.D. No.: PD36AEA
Water Added Onsite Before Test: - Gallons
Water Added Onsite After Test: - Gallons
Fie/d Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, of:
Ambient Temperature,oF:
Plastic Unit Weight, pcf:
Result
5.00
5.5
67
59
142.6
Laboratory Test Data
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
2
Services -
Terracon Rep: Polikarp J. Labecki
Report Distribution:
(1) ServiceSlar Design Group LLC
(1) City of Coppell TX
(1) City orCoppell 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: February 12, 2007
Project: Multi-Facility Concept
(Firestone Store)
SWC Hwy. 121 & MacArthur Blvd.
Coppell, TX
Project No.: 94061329
Samole Information
Date Cast: December 15, 2006 Time: 10:10 AM
Sampled by: Polikarp J. Labecki
Weather Conditions: Cloudy
Accumulative Yards: 110/130 Batch Size (cy): 10.00
Placement Method: Direct Discharge
Sample Locations: Sample #2 on Sketch.
Placement Location: Pavement, Fire Lane & Parking Lot, E of
Firestone Bldg., (See attached sketch.)
Test Method
ASTM C143
ASTM C231
ASTM C1 064
ASTM C1064
ASTM C138
Date
Tested
12/22/2006
01/12/2007
01/12/2007
Reviewed by:
~
Page 2 of 2
01-PDRiR01-Fulure Key
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Terracon Repo'rt No.94061329.0051,
Dated 12/15/2006
Multi-Facility Concept