Service Star-LR070115
CONCRETE COMPRESSIVE STRENGTH TEST
.
Report Number: 94061329.0051
Service Date: December 15, 2006
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: January 15, 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: 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.)
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
*
Specification
3-5
4.5-7.5
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 02/09/2007 56
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
ID
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-PDRIR01-Fulur8 Key
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94061329.0051
Service Date: December 15, 2006
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: January 15, 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.)
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 I.D. No.: PD36AEA
Water Added Onsite Before Test: - Gallons
Water Added Onsite After Test: - Galtons
Field 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
Specification
3-5
4.5-7.5
Test Method
ASTM C143
ASTM C231
ASTM C 1064
ASTM C 1064
ASTM C138
Laboratorv Test Data
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
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.
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
12/22/2006
01/12/2007
01/12/2007
Terracon Rep: Polikarp J. Labecki
Report Distribution:
(1) ServiceStar Design Group LLC
(1) City or Coppell TX
(1) City or Coppell TX
(1) ICI Construction Inc
(1) ICI Construction Inc
(1) Pate Engineers
(1) ServiceStar Design Group LLC
(1) Ratlifr Group LLC
Reviewed by:
Lyndon J. C x, P.E.
Princip I E gineer
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the 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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Terracon Repo'rt No.94061329.0051,
Dated 12/15/2006 .
Multi-Facility Concept