SS9901-LR050517 GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON
1050 Ables Ln., Dallas, Texas 75229 phone: (972) 488-8800 fax:(972) 488-8080
In,Place Soil Moisture/Density Tests by Nuclear Method
Client:
Project:
City of Coppell
DeForest Rd. Lift Station imp.
Force Main Line "D"
Report Distribution: (1) City of Coppell
(1) invoice Copy
TMI Report No,: 74792-017
Report Date: 05/17/2005
Specifications Test Data
Percent Compaction: +95% min +100% max
Moisture Content: opt -3% to +3%
Date Tested: 04/27/2005
Technician: MohammedA. Kashem
Optimum Maximum Dry
Curve No. Test Method Matedal Description Moisture % Density pcf
780 ASTM D-698-A Gray Clay w/Traces of Asphalt, Shale, & Gravel 15.5 109.0
1408 ASTM D-698-A Tan Shaly Clay w/Some Gravel 22.5 97.0
Test Elevation Raf. Probe Percent Wet Density Dry Density Percent
No or Lift Location Curve Depth ' Moisture (pcf) (pcf) Density
Manhole Backfill
11.0 4'BFG North side of manhole 1408 6" 24.5 118.3 95.0 97.9
12.0 3' BFG South side of manhote 1408 6" 23.0 114.5 93.1 96.0
13.0 Grade 30" force main D Station 75+25 780 6" 16.3 121.5 104.5 95.9
Test resuRs on this report meet project speciflcaUon.
Test Method(s): ASTM D-2922, ASTM D-3017
Gauge: Troxler
Gauge SN: 33086
Std. Density Count: 2617
TERRA-MAR, INC.
Std, Moisture Count: 707
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 stdctly prohibited without the express written consent of TMI,
Page 1 of 1
GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORTWORTH HOUSTON
1't050 Ables Ln., Dallas, Texas 75229 phone: (972) 488-8800 fax:(972) 488-8080
In-Place Soil Moisture/Density Tests by Nuclear Method
Client:
Project:
City of Coppell
DeForest Rd, Lift Station Imp.
Force Main Line "D"
Report Distribution: (1) City of Coppell
(1) Invoice Copy
TMI Report No.: 74792-017
Report Date: 05/17/2005
Specifications ....
Percent Compaction: +95% min +100% max
Moisture Content: opt -3% to +3%
Test Data
Date Tested: 04/27/2005
Technician: Mohammed A. Kashem
Optimum Maximum Dry
Curve No. Test Method Material Description Moisture % Density pcf
780 ASTM D-698-A Gray Clay w/Traces of Asphalt, Shale, & Gravel 15.5 109.0
1408 ASTM D-698-A Tan Shaiy Clay w/Some Gravel 22.5 97.0
Test Elevation Ref. Probe Percent Wet Density Dry Density Percent
No or Lift Location Curve Depth Moisture (pcf) (pcf) Density
Manhole BackfiLl
11,0 4' BFG North side of manhole 1408 6" 24.5 110.8 89.0 91.8'
12.0 3'BFG South side of manhole t408 8" 23.0 110.8 90.1 92.9*
13.0 Grade 30" force main D Station 75+25 780 6" 16.3 121.5 104.5 95.9
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: 33086
Std. Density Count: 2617
Std. Moisture Count: 707
TERRA-MAR, INC.
Mike Fuller
Project Manager
The results presented in this report pertain only to the specific items tested. This repor~ was produced for the exclusive use of the client. Any reproduction of
this report, or any part therein, is strictly prohibited without the express wdtten consent of TMI.
07TH Page 1 ofl