SS9901-LR040819 GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUSTIN LONGVIEW
I 7050 Ables Ln., Dallas, Texas 75229 phone: (972) 488-8800 fax:(g72) 488-8080
Client:
Project:
In-Place Soil Moisture/Density Tests by Nuclear Method
Report Distribution: (1) City of Coppell
City of Coppell
DeForest Rd. Lift Station Imp.
Force Main Line "D"
D
TMI Report No.: 74792-004
Report Date: 08/19/2004
Specifications
Percent Compaction: +95% min +100% max
Moisture Content: opt +0% to +4%
Test Data
Date Tested: 08/11/2004
Technician: Martin Silva
Cu~e No,
Optimum Maximum Dry
Test Method Material Description Moisture % Density pcf
760 Gray Clay w/Traces of Asphalt, Shale, & Gravel 15.5 109.0
L i j
n,place Test Resu ts
Test Elevation Ref. Probe Percent Wet Density Dry Density Percent
No or Lift Location Curve Depth Moisture (pcf} (pcf) Density
ASTM D-696-A
Force Main Line D
3.0 1st lift at Station 20+75 780 6" 15.9 122.0 105.3 96.6
4.0 3rd lift at Station 20+75 780 6" 16.2 121.1 104.2 95.6
5.0 4th lift at Station 20+75 780 6" 16.5 122.1 104.8 96.1
6.0 6th lift at Station 20+75 780 6" 17.1 124.4 106.2 97.4
Test results on this report meet project specification.
Test Method(s): ASTM D-2922, ASTM D-3017
Gauge: Troxler
Gauge SN: 00219
Std. Density Count: 6695 Std. Moisture ount: 1133
TERRA-MAR, INC. Mike Fuller
Project Manager
The results presented in this report pertain on[y 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.
07BHC Page ] of I
~ ?--'"~
Client:
Project:
GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUSTIN LONGVIEW
11050 Able$ Ln., Dallas, Texas 75229 phone: (972) 488-8800 fax:(972) 488-8080
In-Place Soil Moisture/Density Tests by Nuclear Method
City of Coppell Report Distribution: (1) City of Coppell
DeForest Rd. Lift Station Imp.
Force Main Line "D"
TMIReport No.: 74792-002
Report Date: 08/19/2004
specincations
Percent Compaction: +95% rain +100% max
Moisture Content: opt -3% to +3%
Teat Data
Date Tested: 07/26/2004
Technician: Robert Plummet
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
Test Elevation Ref. Probe Percent Wet Density Dry Density Percent
No or Lift Location Curve Depth Moisture (pc0 (pc'f) Density
Water Line
1.0 -1' BEG at Cedar Street 780 6" 15.9 125.9 108.6 99.6
2.0 -1' BEG at Cedar Street 780 6" 15.2 124.2 107.8 98.9
Test results on this report meet project specification.
Test Method(s): ASTM D-2922, ASTM D-3017
Gauge: Trexler
Gauge SN: n/a
Std. Density Count: n/a
TERRA-MAR, INC.
Std. Moisture Count: n/a
/ Mille Fuller
~ Project Manager
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.
o?nI~C Page I of I