ST0004-LR011102TE~J~dI~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 CoppeU
Project: Freeport Parkway Pavement
Repair
TMI Report No.: DC01-066-087
Report Date: 11/02/2001
specifications Test Data
Percent Compaction: +95% min Date Tested: 10/30/2001
Moisture Content: opt -2% to +4% Technician: Mohammed A. Kashem
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
Test Elevation Ref. Probe Percent Wet Density Dry Density Percent
No or Lift Location Curve Depth Moisture (pcf) (pcf) Density
Southbound Freeport Pkwy. -
1.0 Grade at the intersection of Freeport Pkwy. & 7968 6" 8.5 139.9 128.9 99.5
Fritz Dr., at North side
Test results on this report meet project specification.
Test Method(s): ASTM D-2922, ASTM D-3017
SCOTT U. $
Gauge: Troxler Gauge SN: Std. Density Count: 2484 Std. Moisture Count:~
TER~-MAR, INC. ~~~~~tit, P.E. ~
Sr. Vice President ~
The results presented in this repo~ pe~ain only to the specific items tested. This repoK was produced for the exclusive use of the client. Any reproduction of
this repo~, or any pa~ therein, is strictly prohibited without the express written consent of TMI.
07~EM Parc ]