Service Star-LR070416
.
CONCRETE COMPRESSWE 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: April 16, 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 C 1064
ASTM C138
Laboratory Test Data
Age at
Set Specimen Diameter Area Date Test
No. ID (inches) (sq. inches) Tested (days)
1 1 6.00 28.27 04/13/2007 7
1 2 05/04/2007 28
1 3 05/04/2007 28
1 4 06/01/2007 56
Services _ Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Maximum Compressive
Load Strength
(Ibs) (psi)
103,200 3,650
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-PDRlRD1.Fulure K~JI
CO'NCRETE 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: April 16, 2007
Project: Multi-Facility Concept
(Firestone Store)
SWC Hwy. 121 & MacArthur Blvd.
Coppell, TX
Project No.: 94061329
Samole 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
Materia/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, pct:
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 C1 064
ASTM C138
Laboratory Test Data
Age at
Set Specimen Diameter Area Date Test
No. ID (inches) (sq. inches) Tested (days)
2 1 6.00 28.27 04/13/2007 7
2 2 05/04/2007 28
2 3 05/04/2007 28
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.
Maximum Compressive
Load Strength
(Ibs) (psi)
120,990 4,280
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) ServiceStar Design Group LLC
(1) Ratliff Group LLC
Reviewed by:
Lyndon J. C x P.E.
Principal E g eer
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 2 of 2
01-POR/R01-Futurfl Key