ST0004-LR011012 (2) TERRA.MAR, INC.
GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON LONGVIEW AUSTIN
11050 Ables Lane, Dallas, Texas 75229 Phone:972-488-8800 Fax:972-488-8080
SIEVE ANALYSIS OF ROAD MIXED MATERIALS
TEST METHOD: TEX 101E
CLIENT: The City of Coppell DISTRIBUTION:
PROJECT: Freeport Parkway (1) The City of Coppell
REPORT DATE: 10/12/0t
TMI REPORT NO.: DC01-066-065
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Test Method: TEX 101E Date Tested: 10/03/0t
Min % Passing 1-3/4" Sieve 100% Technician: M. Kashem
Min % Passing #4 Sieve 60% Stabilizing Agent: Lime
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Freeport Parkway
South bound Freeport Parkway, in front of Com Space
1 Corporation office 100% 70.2%
Specification: NCTCOG 4.6.4 100% 60.0%
q~H~ fi/ Sr. Vice President
Note: U~is report is fi)r ~e exck]sive use of the client addressed. This re])o~ may not be reproduced excet m it's entireW, without
the written consent of TMI. Results at)ply to abt)vc tests only.
-r~j~llb.~l~ 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 ~' 0 0-'~ J'~
Repair
TMI Report No.: DC01-066-068
Report Date: 10/12/2001
Specifications Test Data
Percent Compaction: +95% min Date Tested: 10/04/2001
Moisture Content: opt -2% to +4% Technician: Mohammed A. Kashem
Optimum Maximum Dry
Curve No. Test Method Ma'¢rial Description Moisture % Density pcf
8091 ASTM D-698-A Brown Clay treated with Lime 32.5 86.5
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 (pct'} (pct') Density
Southbound Freeport Parkway-
1.0 Grade at Hole #25 at N. section 8091 6" 34.8 112.0 83.1 96.1
2.0 Grade at Hole #25 at South section 8091 6 32.5 110.6 83.5 96.5
3.0 Grade at Hole #28 8145 6" 36.0 110.8 81.5 95.9
4.0 Grade at Hole #32 8091 6" 33.6 112.4 84.1 97.2
5.0 Grade at Hole #33 at North section 8091 6" 33.6 110.4 82.6 95.5
6.0 Grade at HoPe #33 at South section 809t 6" 35.4 113.3 83.7 96.8
Test results on this report meet project specification.
Test Method(s): ASTM D-2922, ASTM D-3017
Gauge: Troxler Gauge SN: 5429 Std. Density Count: 2557 . ' ·
TERRA-MAR, INC.
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 repod, or any part therein, is strictly prohibited without the express written consent of TML
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