PA0101-LR021112 GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT 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:
Project:
JMC Construction, L.P.
Coppell Trails
363 N. Denton Tap Road
Report Distribution: (1) City of Coppell (1) City of Coppell
(1) Schrickel, Rollins & Assocs., inc.
(1) JMC Construction, LP
TMI Report No.: DC02-115-025
Report Date: 11/12/2002
5 peciflcations
Percent Compaction: +92% rain +98% max
, Moisture Content: opt +2% to +4%
Test Data
Date Tested: 11/07/2002
Technician: Robert Estep
Optimum Maximum Dry
Curve No. Test Method Material Description Moisture % Density pcf
9295 ASTM D-698-A Brown & Gray Sandy Clay 14.5 110,0
Test Elevation Ref. Probe Percent Wet Density Dry Density Percent
No or Lift Location Curve Depth Moisture (pcf) (pct') Density
Retest
23.1 Retest Retest of test 23.0 dated 11/06/02 9295 6" 17.0 125.1 105.9 97.2
Test results on this report meet project specification.
Test Method(s): ASTM D-2922, ASTM D-3017
Gauge: Troxler
Gauge SN: 33109
Std. Density Count: 2918
Std. Moisture Count: 671
TERRA-MAR, INC.
The results presented in this report pertain only to the specific items tested. This report was produced for the exclusive use of the client. Any reproduction of
this report, or any part therein, is strictly prohibited without the express written consent of TMI.
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