ST0004-LR010820~ GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUSTIN L ONGVIEW
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.: DC01-066-044
Report Date: 08/20/2001
Specifications Test Data
Percent Compaction: +95% min Date Tested: 08/i
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
8145 ASTM D-698-A Dk Brn Heavy CI - Lime Treated 32.0 85.0
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, cross street from South 7968 6" 5.9* 154.3 145.7 112.5
entrance to Minyard's
2.0 Final Retest of no. 1, repair #13 7968 6" 6.6 133.4 125.1 96.6
3.0 Final North bound lane, 150' South of South 7968 6" 6.4* 125.1 117.6 90.8 *
entrance to Minyard's
4.0 Final Retest of no. 3, repair #14 7968 6" 7.7 133.7 124.1 95.8
5.0 Sub-grade Repair #16 - #17 8145 6" 29.3* 106.2 82.1 96.6
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: 8755 Std. Density Count: 2331 Std. Moisture Count: 525
TERRA-MAR, INC.
Sr. Vice President
The results presented in this report pertain only to the specific items tested. This report was produced for the exclusive use of the client. Any reproduction of
this report, or any part therein, is strictly prohibited without the express written consent of TMI.
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