Freeport NIP(2.2)-LR010905FIELD DENSITY TESTING
Report Number: 94011204.0017
Service Date: August 24, 2001
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Client: TNA North American, inc.
Attn: Terry Raley
1321 Valwood Parkway, Suite 440
Carrollton TX 75006
Report Date: September 05, 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
(%) (pc0 (%) (% compaction)
ASTM D-698 Dk & med brown clay
Field Test Data
Test
No. Test Location
23.0 97.0 -1/+3 95
8" Water Main Trench Backfill
12 Sta. 5+93 on trench center line
13 Sta. 3+24 on trench center line
Storm Sewer Backfill
14 Sta. 0+36 on trench center line
15 Sta. 0+36 on trench center line
16 Sta. 3+39 on trench center line
8" Water Main Trench Backfill
17 Sra. 1+22 on trench center line
Datum:BG = below grade
Probe Water Dry Unit Dry Unit
Lift/ Mat. Depth Content Weight Weight
Elevation No. (inches) (%) (pcf) (% compaction)
2.0' BG 1 25.7 92.8 96
2.0' BG 1 25.0 93.9 97
3.0' BG 1 25.2 93.6 96
1.0' BG 1 24,8 94.2 97
2.0' BG 1 25.6 92.6 95
2.0' BG 1 25.1 94.0 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 Method:ASTM D2922, ASTM D3017
(Gauge ID: 1668
Field Results Reported To: Supt w/Pacific Builders
Technician: Jessie Tipton
Report Distribution:
(1) TNA North American, Inc (1) FACServices Inc
(1) Carrell PooIe & Yost Architecture (1) David Kent
(1) R L Goodson Consulting Engineers (1) City of Coppell - Bldg Insp
Reviewed b~
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 properUes of other apparently similar or identical
materials