Service Star-LR070604
Age at Maximum Compressive
Test Load Strength
(days) (Ibs) (psi)
7 103,200 3,650
28 145,410 5,140
28 144,820 5,120
Average (28 Days) 5,130
4 6.00 28.27 06/01/2007 56 165,340 5,850
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94061329.0115
Service Date: April 6, 2007
Client:
SeNiceStar Design Group L
Attn: Frank Malek
5670 Greenwood P Blvd, Suite 300
Greenwood Vii CO 80111
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: 20Gallons
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
Laboratory Test Data
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
lrerracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Report Date: June 04, 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
Specification
3-5
4.5-7.5
Test Method
ASTM C143
ASTM C231
ASTM C 1064
ASTM C 1064
ASTM C138
Date
Tested
04/13/2007
05/04/2007
05/04/2007
f'lj~ 6J)1/~~
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-PORIR01-Fwe Key
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94061329.0115
Service Date: April 6, 2007
lrerracon
8901 Carpenter Frwy, Ste #1 00
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: June 04, 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 C1064
ASTM C 1064
ASTM C138
Laboratory Test Data
Age at Maximum Compressive
Test Load Strength
(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 6.00 28.27 06/01/2007 56 167,350 5,920
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
Date
Tested
04/13/2007
05/04/2007
05/04/2007
Terracon Rep: Barry Cuble
Report Distribution:
(1) ServiceStar Design Group LLC
(1) City of Coppel! TX
(1) City of Coppel! TX
(1) ICI Construction Inc
(1) ICI Construction Inc
(1) Pate Engineers
(1) ServiceStar Design Group LLC
(1) Ratliff Group LLC
Reviewed by:
Lyndon J..
Princi I
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for th 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..pDFlIR01-FlAureKey