ST0004-LR011029~ GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUSTIN LONGVIEW
11050 Ables Ln., Dallas, Texas 75229 phone: (972) 488-8800 fax.'(972) 488-8080
-_-- ~ - In-Place Soil Moisture/Density Tests by Nuclear Method
Client: The City of Coppell Report Distribution: (1) The City of Coppell
Project: Freeport Parkway Pavement
Repair
TMI Report No.: DC01-066-085
Report Date: 10/29/2001
Specifications Test Data
Percent Compaction: +95% rain Date Tested: 10/25/2001
Moisture Content: opt -2% to +4% Technician: Eddie Miller
Optimum Maximum Dry
Curve No. Test Method Material Description Moisture % Density pcf
7968 ASTM D-698-B Meddian 5/8" Crushed Granite Base (4 1/2% Cement Added) 8.5 129.5
Test Elevation Ref. Probe Percent VVet Density Dry Density Percent
No or Lift Location Curve Depth Moisture (pcf) (pcf) Density
Freeport Pkwy. -
1.0 Final paving, South bound lane closure, 100' 7968 6" 7.5 139.3 129.6 100.1
North of Fritz Dr., #31 ....
2.0 Final paving, right hand lane, South bound, 225' 7968 6" 6.6 132.4 124.2 95.9
South of entrance to AVPYA/LUCENT #34
Test results on this report meet project specification.
Test Method(s}: ASTM D-2922, ASTM D-3017
~ ~,COTT M. PET'TIT
~....... .................... .:...~
Gauge: Troxler Gauge SN: 19188 Std. Density Count: 2265 Std. Moisture Couf6~'~
TERRA-MAR, INC.
J Sr. Vice President /
The results presented in this repot! pertain only to the specific items tested. This report was produced for flY0 exclusive use of the diont. Any reproduction
this report, or any part therein, is strictly prohibited without the express written consent of TMI.
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