PA0101-LR021210Client:
Project:
GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUSTIN LONGVIEW
11050 Ables Ln., Dallas, Texas 75229 phone: (972) 488-8800 fax:(972) 488-8080
In-Place Soil Moisture/Density Tests by Nuclear Method
JMC Construction, LP.
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.: DC02-115-034
Report Date: 12/10/2002
Specifications
Percent Compaction: +92% rain +98% max
Moisture Content: opt +2% to +4%
Test Data
Date Tested: 12/06/2002
Technician: Mohammed A. Kashem
Optimum Maximum Dry
Curve No. Test Method Matedal Description Moisture % Density pcf
9293 ASTM D-698-A Brown Sandy Clay 15.0 107.5
Test Elevation Ref. Probe Percent Wet Density Dry Density Percent
No or Lift Location Curve Depth Moisture (pcf) (pct') Density
Trail #3
38.0 Grade at Station 31+65 at East approach of 120' 9293 6" 18.5 124.2 104.8 97.5
bridge
Test results on this report meet project specification.
Test Method(s): ASTM D-2922, ASTM 13-3017
Gauge: Troxler
Gauge SN: 33086
Std. Density Count: 2880
TERRA-MAR, INC.
"' [ -/ 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 clienL Any reproduction of
this report, or any part therein, is strictly prohibited without the express written consent of TMI.
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