Service Star-LR070507
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94061329.0115
Service Date: April 6, 2007
lrerracon
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 07, 2007
Project: Multi-Facility Concept
(Firestone Store)
SWC Hwy. 121 & MacArthur Blvd.
Coppell, TX
Project No.: 94061329
Sample Information
Date Cast: April 6, 2007 Time: 4:50 AM
Sampled by: Barry Cuble
Weather Conditions: Cloudy, breeze
Accumulative Yards: 30/150 Batch Size (cy): 10.00
Placement Method: Direct Discharge
Sample Locations: 35' S & 65' E of SW corner of Building
Placement Location: Pavement, Fire Lane & Parking
Material Information
Specified Strength: 3500 psi @ 28 Days
Batch Time: 4:25 AM Plant: 01
Supplier: Nelson Bros.
Truck No: 115 Ticket No: 175885
Mix I.D. No.: PD36AEA
Water Added Onsite Before Test: 20 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
5.50
5.2
66
49
143,2
Specification
3-5
4.5-7.5
Test Method
ASTM C143
ASTM C231
ASTM C 1064
ASTM C1064
ASTM C138
Laboratorv Test Data
Age at Maximum Compressive
Test Load Strength
(days) (Ibs) (psi)
7 103,200 3,650
28 145,410 5,140
28 144,820 5~
Average (28 Days) ~
4 06/01/2007 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
04/13/2007
05/04/2007
05/04/2007
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
O,_PDRIR01_Fulure Key
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94061329.0115
Service Date: April 6, 2007
lrerracon
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 07, 2007
Project: Multi-Facility Concept
(Firestone Store)
SWC Hwy. 121 & MacArthur Blvd.
Coppell, TX
Project No.: 94061329
Sample Information
Date Cast: April 6, 2007 Time: 6:40 AM
Sampled by: Barry Cuble
Weather Conditions: Cloudy, breeze
Accumulative Yards: 140/150 Batch Size (cy): 10.00
Placement Method: Direct Discharge
Sample Locations: 10' S & 30' E of SE corner of Building
Placement Location: Pavement, Fire Lane & Parking
Material Information
Specified Strength: 3500 psi @ 28 Days
Batch Time: 5:31 AM Plant: 01
Supplier: Nelson Bros.
Truck No: 223 Ticket No: 175896
Mix I.D. No.: PD36AEA
Water Added Onsite Before Test: 15 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
4.75
5.5
63
49
144.8
Specification
3-5
4.5-7.5
Test Method
ASTM C143
ASTM C231
ASTM C 1064
ASTM C 1064
ASTM C138
Laboratory Test Data
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (Ibs) (psi)
7 120,990 4,280
28 156,640 5,540
28 157,350 5,560
Average (28 Days) 5,550
2 4 06/01/2007 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
10
1
2
3
Diameter Area
(inches) (sq. inches)
6.00 28.27
6.00 28.27
6.00 28.27
04/13/2007
05/04/2007
05/04/2007
Terracon Rep: Barry Cuble
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) ServiceS tar Design Group LLC
(1) Ratliff Group LLC
Reviewed by:
Lyndon J. x, P.E.
Princip E gineer
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.
Page 2 of 2
01-PDR/R01.Fullle Key