Freeport NIP(2.2)-LR010907 (2)LABORATORY COMPACTION CHARACTERISTICS OF SOIL
Report Number: 94011204.0022
Service Date: August 29, 2001
Client: TNA North American, Inc.
Attn: Terry Raley
1321 Valwood Parkway, Suite 440
Carrollton TX 75006
8901 Carpenter Rwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Report Date: September 07, 2001
Project: Sales Office & Warehouse Fac.
Coppell, Texas
Project Number: 94011204
Material Information
Contractor: Pacific Builders
Source of Materiah Off-site borrow
Proposed Use: Proposed Select Fill
Laboratory Test Data
Test Procedure:
Test Method:
Sample Preparation:
Rammer Type:
ASTM D-698
ASTM D-698
ASTM D-698
ASTM D-698
Maximum Dry Unit Weight, pcf: 113.6
Optimum Water Content, %: 14.3
Sample Information
Sampled By: Montgomery, Roy
Sample Location: Imported material stockpiled on jobsite
Sample Description: Lt brown clayey sand
Result
Liquid Limit:
Plastic Limit:
Plasticity Index:
% Passing #200:
% Passing #40:
USCS:
Moisture Density Relations
Zero Air Voids Curve for assumed specific gravity 2,65
34
2O
14
Specifications
Maximum 35
Range 5-15
Test results on this report meet project specifications as noted above.
Services- Moisture-Density Relations
Technician: Roy Montgomery
Report Distribution:
(1) TNA North American, Inc.
(1) Carrel~ Poole & Yost Architecture
(1) R L Goodson Consulting Engineers
(1) FACServices Inc
(1) David Kent
(t) City of Coppell - Bid9 Insp
Reviewed by:
Eric J Cleveland, PE
(1) Pacific Builders Inc (1) City of Coppell - Constr Insp Senior Project Engineer
The tests were pedormed 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.
FIELD DENSITY TESTING
Report Number: 94011204.0023
Service Date: August 30, 2001
8901 Carpenter Fn,vy ~ Suite #100
Dallas, Texas 75247
(214) 630-1010
Client: TNA Nodh American, Inc.
Attn: Terry Raley
1321 Valwood Parkway, Suite 440
Carrollton TX 75006
Report Date: September 07, 2001
Project: Sales Office & Warehouse Fac.
Coppell, Texas
Project Number: 94011204
Material Information
Material Laboratory
No. Test Method
Description and Classification
Lab Test Data Proiect Requirements
Optimum Max. Lab Water
Water Dry Unit Content Minimum Dry
Content Weight Range Unit Weight
(%) (pcf) (%) (°,6 compaction)
ASTM D-698 Dk & med brown clay
.Field Test Data
Test
No.
23.0 97.0 =/> +3 92
Probe Water Dry Unit Dry Unit
Lift/ Mat. Depth Content Weight Weight
Test Location Elevation No. (inches) (%) (pcD (% compaction)
Water Injected Subgrade
18 Building line B/6 Final 1 6 28.2 93,7 97
19 Building line A.5/4 Final I 6 27.3 93.0 96
20 Building line BI2 Final 1 6 30.0 90.2 93
21 Building line C.5/2.5 Final 1 6 26.5 91.2 94
22 Building line C/5 Final 1 6 26.8 93.4 96
23 Building line C.3/6.5 Final 1 6 28.0 91.6 94
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 Method~,STM D2922, ASTM D3017
Gauge ID: 31787
Technician: Roy Montgomery
Repod Distribution:
(1) TNA North American, Inc.
(1) Carrell Poole & Yost Architecture
(1) R L Goodson Consulting Engineers
(1) FACServices Inc
(1) David Kent
(1) City of Coppell - Bldg Insp
Reviewed by:
(1) Pacific Builders Inc (t) 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