Service Star-LR061226
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
Materia/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, pet:
Result
5.00
2.0
67
57
148.3
*
lrerracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Report Date: December 26, 2006
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.
Maximum Compressive
Load Strength
(Ibs) (psi)
118,660 4,200
Age at
Set Specimen Diameter Area Date Test
No. 10 (inches) (sq. inches) Tested (days)
1 1 6.00 28.27 12/22/2006 7
1 2 01/12/2007 28
1 3 01/12/2007 28
1 4 02/09/2007 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, MSHTO, 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-PDRiR01-FulureK"y
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: 9:18 AM Plant: 01
Supplier: Nelson Bros. Concrete
Truck No: 223 Ticket No: 172326
Mix 1.0. 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, pet:
Result
5.00
5.5
67
59
142.6
Laboratory Test Data
lrerracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Report Date: December 26, 2006
Project: Multi-Facility Concept
(Firestone Store)
SWC Hwy. 121 & MacArthur Blvd.
Coppell, TX
Project No.: 94061329
Sample 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 C 1064
ASTM C 1064
ASTM C138
Maximum Compressive
Load Strength
(Ibs) (psi)
111,130 3,930
Age at
Set Specimen Diameter Area Date Test
No. ID (inches) (sq. inches) Tested (days)
2 1 6.00 28.27 12/22/2006 7
2 2 01/12/2007 28
2 3 01/12/2007 28
2 4 02/09/2007 56
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Lyndon J. C
Principal E
The tests were performed in general accordance with applicable ASTM, MSHTO, or DOT test methods. This report is exclusively for th 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.
Terracon Rep: Polikarp J. Labecki
Report Distribution:
(1) ServiceStar Design Group LLC
(1) City of Coppell TX
(1) City of Coppell TX
(1) ICI Construction Inc
(1) ICI Conslruction Inc
(1) Pate Engineers
(1) ServiceSlar Design Group LLC
(1) Ralliff Group LLC
Reviewed by:
Page 2 of 2
01-PDR/R01.Fulure Key
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Terracon Report No.94061329.0051,
Dated 12/15/2006
Multi-Facility Concept