PA0101-LR021230 GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUSTIN LONGVIEW
11050 Ables In., 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) Schdckel, Rollins & Assocs., Inc.
(1) JMC Construction, LP
TMI Report No.:
Report Date:
DC02-115-041
12J30/2002
specifications Test Data
Percent Compaction: +92% rain +98% max Date Tested: 12/19/2002
Moisture Content: opt +2% to +4% Technician: RickYarbrough
Optimum Maximum Dry
Curve No. Test Method Matedal Description Moisture % Density pcf
9293 ASTM D-698-A Brown Sandy Clay 15.0 107.5
9288 ASTM D-698-A Brown Sandy Clay 13.5 114.5
Test Elevation Ref. Probe Percent Wet Density Dry Density Percent
No or Lift Location Curve Depth Moisture (pcf) (pcf) Density
Trail #2
45.0 Subgrade Station 1+00 9293 6" 17.1 123.7 105.6 98.2*
46.0 Subgrade Station 7+50 9293 6" 17.8 122.0 103.6 96.4
47.0 Subgrade Station 10+50 9293 6" 17.0 122.9 105.0 97.7
48.0 Subgrade Station 13+50 9286 6" 15.7 130.6 112.9 98.6*
49.0 Subgrade Station 19+50 9288 6" 15.5 125.9 109.0 95.2
An asterisk (*) appears next to test results which do NOT meet the project specifications.
Test Method(s): ASTM D-2922, ASTM D-3017
Gauge: Troxler
Gauge SN: 00219
Std. Density Count: 2066
TERRA-MAR, INC.
Std. Moisture Count: 473
' / ~ Mike Fuller
Project Manager
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 wdtten consent of TMI.
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