PA0101-LR021101Client:
Project:
GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUSTIN LONGVIEW
1050 Ables Ln., Dallas, Texas 75229 phone: (972) 488-8800 fax:(972) 488-8080
In-Place Soil Moisture/Density Tests by Nuclear Method
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:
DC02-115-022
11/01/2002
Specifications
Test Data
Percent Compaction: +92% min +98% max
Moisture Content: opt +2% to +4%
Date Tested: 10/30/2002
Technician: Mohammed A. Kashem
Curve No.
Test Method
9294 ASTM D-698-A Brown Sandy Clay
9295 ASTM D-698-A Brown & Gray Sandy Clay
~~i~ ..............
Test Elevation
No or Lift Location
Matedal Description
Reft Probe
Curve Depth
Optimum Maximum Dry
Moisture % Density pcf
14.0 108.0
14.5 110.0
19.1 Retest Retest of test #19 dated 10/22/02 9295
Trail #4
20.0 Grade at Station 2+75 9295
21.0 Grade at StaUon 3+75 9295
Percent Wet Density Dry Density Percent
Moisture (pcf) (pcf) Density
6' 18.2 124.3 105.2 95.6
6" 18.0 125.6 106,4 96.7
6" 18.3 125.6 106.2 96.5
Test results on this report meet project specification.
Test Method(s): ASTM D-2922, ASTM D-3017
Gauge: Troxler
Gauge SN: 33086
Std. Density Count: 2880 Std. Moisture Count: 710
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 client. Any reproduction of
this report, or any part therein, is strictly prohibited without the express wdtten consent of TMI.
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