ST0004-LR011016 (2)~ 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.: DC01-066-071
Report Date: 10/16/2001
Specificatio_ns .... Test Data
Percent Compaction: +95% min Date Tested: 10/08/2001
Moisture Content: opt-2% to +4% Technician: Mohammed A. Kashem
Optimum Maximum Dry
Curve No. Test Method Material Description Moisture % Density pcf
8145 ASTM D-698-A Dk Brn Heavy CI - Lime Treated 32.0 85.0
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
Left turn lane
1.0 Grade in front of Minyard store 8145 6" 20.1' 107.6 89.6 105.4
2.0 Grade Hole #18 at center 8145 6" 21.4* 115.6 95.2 112.0
3.0 Grade Hole #22 at center 7968 6" 7.0 140.7 131.5 101.5
An asterisk (*) appears next to test results which do NOT meet the project specifications.
Test Method(s): ASTM D-2922, ASTM D-3017
Gauge: Troxler Gauge SN: G42~ Std. Densi~ Count: 2445 Std. Mois~ ~:~ ~
TER~-MAR, INC. // Sr. Vice President
The results presented in this repoA pe~ain only to the specific items tested, This repo~ was produced for the exclusive use of the client. Any reproduction of
this repoA, or any paA therein, is strictly prohibited without the express written consent of TMI.
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