ST0004-LR011008'FE~ 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.: DC01-066-061
Report Date: 10/08/2001
Specifications Test Data
Percent Compaction: +95% rain Date Tested: 09/28/2001
Moisture Content: opt -2% to +4% Technician: Mohammed A. Kashem
Optimum Maximum Dry
Curve No. Test Method Material Description Moisture % Density pcf
8091 ASTM D-698-A Brown Clay treated with Lime 32.5 86.5
7968 ASTM D-698-B Meridian 5/8" Crushed Granite Base (4 1/2% Cement Added) 8.5 129.5
Test Elevation Ref. Probe Percent Wet Density Dry Density Percent
No or Lift Location Curve Depth Moisture (pct') (pcf) Density
Paving, sub-grade -
1.0 Grade Freeport Pkwy., South bound at Station 8091 6" 34.3 112.7 83.9 97.0
16+50
2.0 Grade Freeport Pkwy., South bound at Station 8091 6" 34.8 115.0 85.3 98.6
13+50
Test results on this report meet project specification.
Test Method(s): ASTM D-2922, ASTM D-3017
Gauge: Troxler Gauge SN: 5429 Std, Density Count: 2543 Std. Mdm~t: 731
Sr. Vice ~r~idont
Tho results presente~ in this repo~ pertain only to the spedfic itoms tosteO. This repo~ was ~roducod for the exclusive use of tho cliont. Any roproduction of
this ropo~, or any part thoroin, is strictly prohibited without tho expross written consont
oTSSD Page I of l