Northpoint Dr-LR020531 (2)FIELD DENSITY TESTING
Report Number: 94021061.0039
Service Date: May 17, 2002
8901 Carpenter Fm/y., Suite #100
Dallas, Texas 75247
(214) 630-1010
Client: Transwestem Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd Suite 600W
Dallas TX 75244
Report Date: May 31,2002
Project; Northneint Drive &
"'-Assoc ated~t~ es
Coppell, Texas
Project Number: 94021061
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) (%) (% compaction)
1. 210610035 ASTM D 698
2. 210610034 ASTM D 698
Field Test Data
Test
No.
Med brown clay (lime treated)
Med brown clay (lime treated)
Test Location
17.9 104.0 -2/+3 95
25.3 92.1 -2/+3 95
Paving
Sta. 27+50 Northpointe Drive
106
107 Sta. 24+50
108 Sta. 21+00
109 Sta. 17+50
110 Sta. 13+00
111 Sra. 10+00
112 Sta.
Northpointe Ddve
Northpointe Dnve
Northpointe Drive
Northpointe Drive
Northpointe Drive
7+50, Northpointe Drive
Probe Water Dry Unit
Lift/ Mat. Depth Content Weight
Elevation No. (inches) ~ (pct}
Final 1 6 ~ 98.9
Final 2 6 91.9
Final 2 6 ~ 90.6
Final 1 6 ~ 99.3
Final 1 6 98.7
Final 2 6
Final 2 6
27.3 89.1
25.9 89.6
4+50, Northpointe Drive Final 1 6 ~ 101.0
1+50, Northpointe Ddve Final 1 6 ~/21.0~ 100.6
appears next to test results which do NOT meet the project specificatio~'~s.
Dry Unit
Weight
(% compaction)
95
100
98
95
95
97
97
113 Sta.
114 Sta.
Comments:
An asterisk (*)
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: 31787
Technician: Roy Montgomery /"/!
Report Distribution: HBC
(1) Transwestem Commercial Services (1) City of Coppell- Bldg Insp Reviewed by:
(1) Glenn Thurman Inc (1) State Farm Insurance
(1) Halff Associates (1) Moss Construction Eugene Harbour.
(1) City of Coppell - Eng!neering Principal
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 witbo'ut 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.
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