ST0004-LR010813 (2)"[r~J~~ 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.: DC01-066-039
Report Date: 08/13/2001
specifications Test Data
Percent Compaction: +95% min Date Tested: 08/09/2001
Moisture Content: opt -2% to +4% Technician: John Restau
Optimum Maximum Dry
Curve No. Test Method Material Description Moisture % Density pcf
7968 ASTM D-698-B Meridian 5/8" Crushed Granite Base (4 1/2% Cement Added) 8.5 129.5
8091 ASTM D~698-A Brown Clay treated with Lime 32,5 86.5
Test Elevation Ref. Probe Percent Wet Density Dry Density Percent
No or Lift Location Curve Depth Moisture (pcf) (pcf) Density
Paving sub-grade -
1.0 Final SE corner of Intersection of Freeport Pkwy. 7968 6" 6.5 131.2 123.2 95.1
& Airline Dr., North & South lanes
2.0 Final North bound lane of Freeport Pkwy., 100' 8091 6" 30.5 118.1 90.5 104.6
South of Fritz
Test results on this report meet project specification.
Test Method(s): ASTM D-2922, ASTM D-3017
*Large amount of small gravel in test area #2
_
Gauge: Troxler Gauge SN: 8755 Std. Density Count: 2327 St&
TERRA-MAR, INC.~
The results presented in this report ~ain only to the specific items tested. This report was produced elusive use of the client. Any repr~uction of
this repeal, or any part therein, is strictly prohibited without the express written consent of TMI.
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