ST0004-LR010918'FE~ GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUSTIN LONGVlEW
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.: DC01-066-049
Report Date: 09/18/2001
Specifications Test Data
Percent Compaction: +95% rain Date Tested: 09/13/2001
Moisture Content: opt-2% to +4% Technician: Mohammed A. Kashem
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
1.0 Grade Street repair at hole #20 at center 7968 6" 6.8 133.5 125.0 96.5
Test results on this report meet project specification.
Test Method(s): ASTM D-2922, ASTM D-3017
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Gauge: Troxier Gauge SN: G429 Std. ~ensity Count: 2491 Std, Moisture Count:
Tho rosults presentod in this ropo~ pertain only to the specific items teste0. This re~o~ was pro0uce¢ for the exclusive use of the client. Any reproduction of
this ro0ort, or any part thoroin, is strictly prohibited without the oxpross writto~ consont of TMI.
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