PA0101-LR021219m__--_._--
Client:
Project:
GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUSTIN LONGVIEW
1050 Ables £n., 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) Schrickel, Rollins & Assocs., Inc.
(1) JMC Construction, LP
TMI Report No.:
Report Date:
DC02-115-038
12/19/2OO2
Specifications Test Data
Percent Compaction: +92% min +98% max Date Tested: 12/17/2002
Moisture Content: opt +2% to +4% Technician: Matt Adams
Optimum Maximum Dry
Curve No. Test Method Matedal Description Moisture % Density pcf
9293 ASTM D-698-A Brown Sandy Clay 15.0 10-7.5
9294 ASTM D-698-A Brown Sandy Clay 14.0 108.0
9280 ASTM D-698-A Brown Sandy Clay 11.0 119.0
Test Elevation Ref, Probe Percent Wet Density Dry Density Percent
No or Lift Location Curve Depth Moisture (pct') (pcf) Density
Hike & Bike Trail #3
39.0 ' Subgrade Station 17+00 9293 6" . 18.7 124.3 104.7 97.4
40.0 Subgrade Station 20+00 9294 6" 18.0 125.0 105.9 98.1'
41.0 Subgrade Station 25+00 9280 6" 14.3 131.1 114.7 96.4
42.0 Subgrade Station 30+00 9280 6' 15.0 133.5 116.1 97.6
Hike & Bike Trail #2
43.0 Subgrade Box culvert, Station 4+00 9293 6' 19.0 123.3 103.6 96.4
44.0 Subgrade Box culvert, station 6+00 9293 6' 19.0 124.8 104.9 97.6
An asterisk (*) appears next to test results which do NOT meet the project specifications.
Test Methodfs): ASTM D-2922, ASTM D-3017
Gauge: Troxler
Gauge SN: 10746
Std. Density Count: 2267 ~p~504
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.
Pao_e I el' I