ST0004-LR010928 (3)~ GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORTWORTH HOUSTON AUSTIN LONGVIEW ~'T'
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.: DC01-066-053
Report Date: 09/28/2001
specifications Test Data
Percent Compaction: +95% min Date Tested: 09/25/2001
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 Hole #24 in front of Minyard's storage at 7968 6" 6.6 132.7 124.5 96.1
Freeport Parkway
Test results on this report meet project specification.
Test Method(s): ASTM D-2922, ASTM D-3017
Count:
Gauge: Troxler Gauge SN: 5429 Std. Density Count: 2538 Std. Moisture
TER~-MAR, INC. ~~ ·
Sr. Vico Presidont
lbo results prosontod in this repod po~ain only to tho spocific itoms testod, lhis report was produced for tho oxclusivo uso of tho cliont. Any reproduction
this repod, or any pad thorein, is strictly prohigitod without tho oxpress written consont of TMI.
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