Service Star-LR061024
CONCRETECOMPRESSNESTRENGTHTEST
Report Number: 94061329.0010
Service Date: October 12, 2006
lrerracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
o Gallons
10 Gallons
Report Date: October 24, 2006
Project: Multi-Facility Concept
~ (Firestone Store)
r SWC Hwy. 121 & MacArthur Blvd.
Coppell, TX
Project No.: 94061329
Samole Information
Date Cast: October 12, 2006 Time: 2:00 PM
Sampled by: Jeremy L. Robison
Weather Conditions: Overcast
Accumulative Yards: 4/4 Batch Size (cy): 4.00
Placement Method: Direct Discharge
Sample Locations: Refer to placement location
Placement Location: Storm Sewer Inlet Top
Client:
ServiceStar Design Group LLC
Attn: Frank Malek
5670 Greenwood Plaza Blvd, Suite 300
Greenwood Village CO 80111
Material Information
Specified Strength: 4000 psi @ 28 Days
Batch Time: 1 :25 PM Plant: 5
Supplier: Redi-Mix Concrete
Truck No: 318
Mix I.D. No.: 958
Water Added Onsite Before Test:
Water Added Onsite After Test:
Ticket No: 566429
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, of:
Ambient Temperature, of:
Plastic Unit Weight, pet:
Test Method
ASTM C143
ASTM C231
ASTM C 1064
ASTM C 1064
ASTM C138
Result
3.00
2.8
81
68
148.6
Maximum Compressive
Load Stren t
(Ibs)
104,810
Laboratorv Test Data
Age at
Set Specimen Diameter Area Date Test
No. ID (inches) (sq. inches) Tested (days)
1 1 6.00 28.27 10/19/2006 7
1 2 11/09/2006 28
1 3 11/09/2006 28
1 4 12/07/2006 56
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
i/~ ,
Terracon Rep: Jeremy L. Robison
Report Distribution:
(1) ServiceStar Design Group LLC
(1) Cily of Coppell TX
(1) City of Coppell TX
(1) lei Conslruction Inc
(1) ICI Constnuction Inc
(1) Pate Engineers
(1) ServiceStar Design Group LLC
(1) Ratliff Group LLC
Reviewed by:
Cox, P.
I Engineer
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively f 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 1
01.PDRlR01-Futurll Klty
FIELD DENSITY TESTING
Report Number: 94061329.0009
Service Date: October 9,2006
lrerracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Project No.:
October 24, 2006
Multi-Facility Concept
(Firestone Store)
SWC Hwy. 121 & MacArthur Blvd.
Coppell, TX
94061329
Report Date:
Project:
Client:
ServiceStar Design Group LLC
Attn: Frank Malek
5670 Greenwood Plaza Blvd, Suite 300
Greenwood Village CO 80111
Material
No.
Description and Classification
Dark brown clay
Lab Test Data
Optimum Max. Lab
Water Dry Unit
Content Weight
(%) (pcf)
20.6 98.6
Proiect Requirements
Material Information
Laboratory
Test Method
Water
Content
(%)
>/= +4
Minimum Dry
Unit Weight
(% compaction)
1 613290002 ASTM D 698
Field Test Data
Test
No.
92
Probe Water Dry Unit Dry Unit
Lift! Mat. Depth Content Weight Weight
Elev. No. (inches) (%) (pct) (% compaction)
4'BFG 1 6 25.3 92.2 94
5' BFG 1 6 26.0 90.4 92
6'BFG 1 6 24.9 91.6 93
4'BFG 1 6 24.9 95.0 96
5' BFG 1 6 25.1 94.3 96
6'BFG 1 6 24.1 * 92.1 93
Test Location
Building Pad, Moisture Conditioned
7 10' S & 15' W of NE corner of building
8 10' S & 15' W of NE corner of building
9 10' S & 15' W of NE corner of building
10 8' N & 10' E of SW corner of excavation
11 8' N & 10' E of SW corner of excavation
12 8' N & 10' E of SW corner of excavation
Datum: BFG = Below Final Grade
Comments:
* Recommend pass.
Services - Perform in-place density and moisture content tests to determine degree of compaction and material moisture
condition.
Field Test Method: ASTM D-2922, ASTM D-3017
Terracon Rep: Christopher D. Harbour
Field Results Reported To: Contractor
Report Distribution:
(1) ServiceSlar Design Group LLC
(1) City of Cappel! TX
(1) City of Coppel! TX
(1) lei Conslruction Inc
(1) ICI Construction Inc
(1) Pate Engineers
(1) ServiceS tar Design Group LLC
(1) Ratliff Group LLC
Reviewed by:
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.
Page 1 of 1
07.PDRlR07.F'ululel<ey
lrerracon
FIELD DENSITY TESTING
Report Number: 94061329.0005
Service Date: October 6, 2006
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:
Project:
Project No.:
October 24, 2006
Multi-Facility Concept
(Firestone Store)
SWC Hwy. 121 & MacArthur Blvd.
Coppell, TX
94061329
Material Information
Lab Test Data
Optimum Max. Lab
Water Dry Unit
Content Weight
(%) (pet)
20.6 98.6
Material Laboratory
No. Test Method
1 613290002 ASTM D 698
Field Test Data
Test
No.
Description and Classification
Dark brown clay
Proiect Requirements
Water
Content
(%)
>/= +4
Probe
Mat. Depth
No. (inches)
Water Dry Unit
Content Weight
(%) (pcf)
Building Pad, E Half, Moisture Conditioned
3 10' S & 15' W of NE corner
4 10' S & 15' W of NE corner
5 20' N & 10' W of SE corner
6 20' N & 10' W of SE corner
Datum: BFG = Below Final Grade
Comments:
Test results on this report meet project specification.
Services _ Perform in-place density and moisture content tests to determine degree of compaction and material moisture
condition.
Lift!
Elev.
Test Location
8' BFG
7' BFG
8' BFG
7' BFG
1
1
1
1
6
6
6
6
25.8
25.1
26.6
25.4
Field Test Method: ASTM D-2922, ASTM D-3017
Terracon Rep: Christopher D. Harbour
Field Results Reported To: Contractor & Superintendent
91.3
91.9
90.7
91.6
Minimum Dry
Unit Weight
(% compaction)
92
Dry Unit
Weight
(% compaction)
93
93
92
93
(1) lei Construction Inc
(1) Pate Engineers
(1) ServiceStar Design Group LLC
(1) Ratliff Group LLC
Report Distribution:
(1) ServiceStar Design Group LLC
(1) City of Coppell TX
(1) City of Coppell TX
(1) ICI Construclion Inc
Reviewed by:
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 1
01_PDRlR07_Future Key