Northpoint Dr-LR020416FIELD DENSITY TESTING
Report Number: 94021061.0024
Service Date: April 5, 2002
Client: Transwestern Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd Suite 600W
Dallas TX 75244
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Report D~-~ ,~l~m 16, 2uuz
Project~
~tll~tles
Coppell, Texas
Project Number: 94021061
Material Information
Material Laboratory
No. Test Method
Description and Classification
Lab Test Data Protect Requirements
Optimum Max. Lab Water
Water Dry Unit Content Minimum Dry
Content Weight Range Unit Weight
(%) (pc0 (%) (% compaction)
1. 210610004 ASTM D 698 Reddish brown silty clayey sand
Field Test Data Probe
Test Lift/ Mat. Depth
No. Test Loca{ion Elevation No. (inches)
11.8
117.0 -1/+3 95
Water Dry Unit Dry Unit
Content Weight Weight
(%) (pcf) (% compaction)
Storm Sewer, Line A
96 Sta. 9+55 1st 1 6 12.2
97 Sta. 9+60 2nd 1 6 11.6
98 Sta. 9+62 3rd 1 6 11.4
99 Sta. 9+65 4th 1 6 12.8
100 Sta. 9+67 5th/Final 1 6 11.1
101 Sra. 10+90 1st 1 6 11.4
102 Sta. 10+90 2nd I 6 12.6
103 Sra. 10+91 3rd 1 6 13.2
104 Sra. 10+92 4th 1 6 11.4
105 Sta. 10+95 5th/Final 1 6 11.2
116.3 99
112.7 96
113.6 97
111.9 96
112.7 96
113.1 97
114.6 98
113.8 97
114.9 98
116.1 99
Comments:
Test results on this report meet project specification.
Services - Pedorm 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:
Field Results Reported To: Contractor/Moss
Technician: Brad Rengstorff
Report Distribution:
(1) Transwestern Commercial Services (1) City of Coppell - Bldg Insp
(1) Glenn Thurman Inc (1) State Farm Insurance
(1) Halff Associates (1) Moss Construction
Reviewed by:
HBC Engine~'//
Eugene Harbour
Principal
(1) City of Coppell- Engineering
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 actua[ samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical
materials.
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