ST0004-LR010717 (4)~ GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS I=ORT WORTH HOUSTON AUSTIN LONGVIEW
11050 Ab/es 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.: DC01-066-011
Report Date: 07/17/2001
Specifications Test Data
Percent Compaction: +95% min Date Tested: 07/10/2001
Moisture Content: opt-2% to +4% Technician: Walter V. Kirby
Optimum Maximum Dry
Curve No. Test Method Material Description Moisture % Density pcf
7968 ASTM D-698-B Meridian 5/8" Crushed Granite Base (4 1/2% Cement Added) 8.5 129.5
Test Elevation Ref. Probe Percent Wet Density Dry Density Percent
No or Lift Location Curve Depth Moisture (pcf) (pcf) Density
North bound lane -
1.0 Final 30' North of intersection of Wrangler & 7968 6" 7.8 134.6 124.9 96.4
Freeport Pkwy.
2.0 Final 110' North of Wrangler, outside lane 7968 6" 7.3 132.2 123.2 95.1
3.0 Final 250' North of Wrangler, outside lane 7968 6" 6.6 131.3 123.2 95.1
4.0 Final 350' North of Wrangler, outside lane 7968 6" 7.4 138.1 128.6 99.3
Test results on this report meet project specification.
Test Method(s): ASTM D-2922, ASTM D-3017
Gauge: Humboldt Gauge SN: 3139 Std. Densi~ Count: 3885
'Sr. Vi~ President /
The results presented in this repod pe~ain only to the specific items tested. This repod was produced for the~xclusive use of the client. Any reproduction of
this repod, or any pad therein, is strictly prohibited without the express written ~nsent of TMI.
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