ST0004-LR010717 (3)~ 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
Client: The City of Coppell Report Distribution: (1) The City of Coppell
Project: Freeport Parkway Pavement
Repair
TMI Report No.: DC01-066-010
Report Date: 07/17/2001
specifications Test Data
Percent Compaction: +95% min Date Tested: 07/09/2001
Moisture Content: opt -2% to +4% Technician: Walter Phillips
Optimum Maximum Dry
Curve No. Test Method Material Description Moisture % Density pcf
8091 ASTM D-698-A Brown Clay treated with Lime 32.5 85.5
Test Elevation Ref. Probe Percent Wet Density Dry Density Percent
No or Lift Location Curve Depth Moisture (pcf) (pcf) Density
Freeport Pkwy. -
1,0 Final North bound lane, 75' North of Airline 8091 6" 30.5 110.8 84,9 98.2
2.0 Final North bound lane, 150' North of Airline 8091 6" 31.4 110.4 84,0 97.1
3.0 Final North bound lane, 250' North of Airline 8091 6" 31.4 109.6 83.4 96.4
Test results on this report meet project specification.
Test Method(s): ASTM D-2922, ASTM D-3017
Gauge: Troxler Gauge SN: 10903 Std. Density Count: 2094 St~~~_
TER~-MAR, INC.~ ~v~7~~?~ ~e~t~,- .~.
The results presented in this roped pedain only to the specific items tested. This repo~ was produced for ~e exclusive use of the client. Any reproduction of
this repo~, or any pa~ therein, is strictly prohibited without the express wdtten consent of TMI.
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