Service Star-LR070208
Specification
3-5
4.5-7.5
Age at Maximum Compressive
Test Load Strength
(days) (Ibs) (psi)
7 107,800 3,810
28 146,930 5,200
28 143,090 5,060
Average (28 Days) 5,130
4 6.00 28.27 02/07/2007 56 156,230 5,530
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: 94061329.0048
Service Date: December 13, 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: 7:38 AM Plant: 1
Supplier: Nelson Bros. Concrete
Truck No: 220 Ticket No: 172168
Mix ID. No.: PD36AEA
Water Added On site Before Test: 0 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
6.00
6.1
61
58
N/A
Laboratorv 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
lrerracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Report Date: February 08, 2007
Project: Multi-Facility Concept
(Firestone Store)
SWC Hwy. 121 & MacArthur Blvd.
Coppell, TX
Project No.: 94061329
Sample Information
Date Cast: December 13, 2006 Time: 8:15 AM
Sampled by: Dustin R. Collins
Weather Conditions: Clear
Accumulative Yards: 10/120 Batch Size (cy): 10.00
Placement Method: Direct Discharge
Sample Locations: Sample #1 on sketch
Placement Location: Pavement, W of Firestone Bldg., from Send
to 150' N of N end of Bldg., (See attached
sketch.)
Test Method
ASTM C143
ASTM C231
ASTM C 1064
ASTM C1 064
ASTM C138
Date
Tested
12/20/2006
01/10/2007
01/10/2007
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-Fu\ure Key
Specification
3-5
4.5-7.5
Age at Maximum Compressive
Test Load Strength
(days) (Ibs) (psi)
7 123,670 4,370
28 146,660 5,190
28 149,290 5,280
Average (28 Days) 5,240
2 4 6.00 28.27 02/07/2007 56 151,470 5,360
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Lyndon l
Princilfal ngineer
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.
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94061329.0048
Service Date: December 13, 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: 9:29 AM Plant: 1
Supplier: Nelson Bros. Concrete
Truck No: 108 Ticket No: 172189
Mix I.D. No.: PD36AEA
Water Added Onsite Before Test: 0 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
5.5
63
61
N/A
Laboratorv Test Data
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
Terracon Rep: Dustin R. Collins
Report Distribution:
(1) ServiceStar Design Group LLC
(1) City or Coppell TX
(1) City orCoppell TX
(1) ICI Construction 'nc
(1) ICI Construction Inc
(1) Pate Engineers
(1) ServiceStar Design Group LLC
(1) Ratliff Group LLC
lrerracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Report Date: February 08, 2007
Project: Multi-Facility Concept
(Firestone Store)
SWC Hwy. 121 & MacArthur Blvd.
Coppell, TX
Project No.: 94061329
Sample Information
Date Cast: December 13, 2006 Time: 10:30 AM
Sampled by: Dustin R. Collins
Weather Conditions: clear
Accumulative Yards: 110/150 Batch Size (cy): 10.00
Placement Method: Direct Discharge
Sample Locations: Sample #2 on sketch
Placement Location: Pavement, W of Firestone building, from S
end to 150' N of N end of building, refer to
attached sketch
Test Method
ASTM C143
ASTM C231
ASTM C 1064
ASTM C 1064
ASTM C138
Date
Tested
12/20/2006
01/10/2007
01/10/2007
Page 2 of 2
01-PDR/R01-FutureKsj'
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Terracon Report No. 94061329.0048
12/13/2006
Multi-Facility Concept
Specification
3-5
4.5-7.5
CONCRETE COMPRESSIVE STRENGTH TEST
. Report Number: 94061329.0067
Service Date: January 30, 2007
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: 9:07 AM Plant: 01
Supplier: Nelson Bros. Redi-Mix
Truck No: 111 Ticket No: 173166
Mix I.D. No.: PD36AEA
Water Added On site 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, pet:
Result
5.00
4.0
52
48
144.6
Laboratorv Test Data
lrerracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Report Date: February 08, 2007
Project: Multi-Facility Concept
(Firestone Store)
SWC Hwy. 121 & MacArthur Blvd.
Coppell, TX
Project No.: 94061329
Samole Information
Date Cast: January 30, 2007 Time: 10:00 AM
Sampled by: Gregory C. Martin
Weather Conditions: Cloudy
Accumulative Yards: 30/230 Batch Size (cy): 10.00
Placement Method: Direct Discharge
Sample Locations: Noted on sketch as 1
Placement Location: Pavement (See attached sketch.)
Test Method
ASTM C143
ASTM C231
ASTM C 1064
ASTM C1064
ASTM C138
Maximum Compressive
Load Strength
(Ibs) (psi)
121,730 4,300
Age at
Set Specimen Diameter Area Date Test
No. ID (inches) (sq. inches) Tested (days)
1 1 6.00 28.27 02/06/2007 7
1 2 02/27/2007 28
1 3 02/27/2007 28
1 4 03/27/2007 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, 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 3
01-PDRlR01-Fuu.eKoy
CONCRETE COMPREssWE STRENGTH TEST
. Report Number: 94061329.0067
Service Date: January 30, 2007
Client:
ServiceS tar 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: 11 :09 AM Plant: 01
Supplier: Nelson Bros. Redi-Mix
Truck No: 104 Ticket No: 173183
Mix I.D. No.: PD36AEA
Water Added Onsite Before Test: 0 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:
lrerracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Report Date: February 08, 2007
Project: Multi-Facility Concept
(Firestone Store)
SWC Hwy. 121 & MacArthur Blvd.
Coppell, TX
Project No.: 94061329
Samole Information
Date Cast: January 30, 2007 Time: 12:00 PM
Sampled by: Gregory C. Martin
Weather Conditions: Sunny
Accumulative Yards: 140/230 Batch Size (cy): 10.00
Placement Method: Direct Discharge
Sample Locations: Noted on sketch as 2
Placement Location: Pavement (See attached sketch.)
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
*
Specification
3-5
4.5-7.5
Result
7.00
3.0
53
46
146.2
*
* = Field Test Results do not meet project specifications.
Laboratorv Test Data
Age at Maximum Compressive
Set Specimen Diameter Area Date Test Load Strength
No. ID (inches) (sq. inches) Tested (days) (Ibs) (psi)
2 1 6.00 28.27 02/06/2007 7 93,380 3,300
2 2 02/27/2007 28
2 3 02/27/2007 28
2 4 03/27/2007 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, 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 3
01-PDRlR01-FlI\Ur_ Key
Specification
3-5
4.5-7.5
.
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94061329.0067
Service Date: January 30, 2007
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: 12:51 PM Plant: 01
Supplier: Nelson Bros. Redi-Mix
Truck No: 218 Ticket No: 173200
Mix I.D. No.: PD36AEA
Water Added On site Before Test: 0 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
4.5
4.8
52
45
146.6
Laboratorv Test Data
lrerracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Report Date: February 08, 2007
Project: Multi-Facility Concept
(Firestone Store)
SWC Hwy. 121 & MacArthur Blvd.
Coppell, TX
Project No.: 94061329
Samole Information
Date Cast: January 30,2007 Time: 2:15 PM
Sampled by: Gregory C. Martin
Weather Conditions: Sunny
Accumulative Yards: 210/230 Batch Size (cy): 10.00
Placement Method: Direct Discharge
Sample Locations: Noted on sketch as 3
Placement Location: Pavement (See attached sketch.)
Test Method
ASTM C143
ASTM C231
ASTM C1 064
ASTM C1 064
ASTM C138
Maximum Compressive
Load Strength
(Ibs) (psi)
106,480 3,770
Age at
Set Specimen Diameter Area Date Test
No. ID (inches) (sq. inches) Tested (days)
3 1 6.00 28.27 02/06/2007 7
3 2 02/27/2007 28
3 3 02/27/2007 28
3 4 03/27/2007 56
Services _ Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Field Results Reported To: ICI Superintendent
Lyndon J.
Principal
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for e 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: Gregory C. Martin
Report Distribution:
(1) ServiceStar Design Group LLC
(1) City of Coppell TX
(1) City of Coppell TX
(1) ICI Construction Inc
(1) lei Construction Inc
(1) Pate Engineers
(1) ServiceStar Design Group LLC
(1) Ratliff Group LLC
Reviewed by:
Page 3 of 3
01-PDRlR01-Future Key
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