Freeport NIP(2.2)-LR010919FIELD DENSITY TESTING
Report Number: 94011204.0033
Service Date: September 14, 2001
Client: TNA North American, Inc.
Attn: Terry Raley
1321 Valwood Parkway, Suite 440
Carrollton TX 75006
Material Information
Material Laboratory
No. Test Method
Field Test Data
Test
No.
ASTM D -698 Lt brown clayey sand
Test Location
Description and Classification
Technician: Roy Montgomery
Report Distribution:
(1) TNA North American, Inc. (1) FACServices Inc
(1) Carrell Poole 8 Yost Architecture (1) David Kent
(1) R L Goodson Consulting Engineers (1) City of Coppell Bldg Insp
(1) Pacific Builders Inc (1) City of Coppell Constr Insp
Report Date: September 19, 2001
Project: Sales Office Warehouse Fac.
Coppell, Texas
Project Number: 94011204
Page 1 of 1
Reviewed by:
H q u division f lraramn
ENGINEERING. INC
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Lab Test Data Project Requirements
Optimum Max. Lab Water
Water Dry Unit Content Minimum Dry
Content Weight Range Unit Weight
(Pef) compaction)
14.3 113.6 -2/ +2 95
Probe Water Dry Unit Dry Unit
Lift/ Mat. Depth Content Weight Weight
Elevation No. (inches) (pcf) compaction)
Building Pad
24 21' N of S, 21' E of W 1st 1 6 12.9 112.0 99
25 33' N of S, 15' E of W 1st 1 6 14.7 113.5 100
26 9'N ofS,28'EofW 1st 1 6 12.9 112.3 99
27 9'S of N, 6'EofW 2nd 1 6 13.4 111.2 98
28 21' S of N, 28' E of W 2nd 1 6 14.9 110.6 97
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.
Field Test MethodASTM D2922, ASTM D3017
Gauge ID: 31787
eering, Inc.
Eric J. leveland, P.E.
Senior Project Engineer
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 approval of Terracon. 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.
07-SOS/ROI-Fula Kai,
FIELD DENSITY TESTING
Report Number: 94011204.0032
Service Date: September 15, 2001
Client: TNA North American, Inc.
Attn: Terry Raley
1321 Valwood Parkway, Suite 440
Carrollton TX 75006
Material Information
1.
Material
No.
Field Test Data
Test
No.
Laboratory
Test Method
ASTM D -698
Test Location
Bldg Pad
29 21'NofS,12'WofE
30 12' N of S, 21' W of E
31 40'NofS,35'WofE
32 50' N of S, 15' W of E
Report Date: September 19, 2001
Project: Sales Office Warehouse Fac.
Coppell, Texas
Project Number: 94011204
Lab Test Data
Optimum Max. Lab
Water Dry Unit
Content Weight
Description and Classification (pcf)
Lt brown clayey sand 14.3 113.6
Probe
Lift/ Mat. Depth
Elevation No. (inches)
Final 1 6
Final 1 6
Final 1 6
Final 1 6
Page 1 of 1
Reviewed by:
rte' q a division of Mrr+can
ENGINEERING. INC
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630 -1010
Water
Content
/o)
Project Requirements
Water
Content Minimum Dry
Range Unit Weight
compaction)
-2/ +2 95
Dry Unit
Weight
(pcf)
15.0 112.0
13.8 110.2
13.7 109.9
13.6 111.6
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.
Field Test MethodASTM D2922, ASTM D3017
Gauge ID: 31787
Field Results Reported To: Contractor
Technician: Roy Montgomery
Report Distribution:
(1) TNA North American, Inc. (1) FACServices Inc
(1) Carrell Poole Yost Architecture (1) David Kent
(1) R L Goodson Consulting Engineers (1) City of Coppell Bldg Insp Eric J. Cleveland, P.E.
(1) Pacific Builders Inc (1) City of Coppell Constr Insp Senior Project Engineer
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 approval of Terracon. 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.
ering, Inc.
Dry Unit
Weight
compaction)
99
97
97
98