Freeport NIP(7.6)-LR010402 T
GEOTECHNICALAND J~ F~J r-i I I ~
ENVIRONMENTAL CONSULTANTS
REPORT OF FIELD DENSITY TESTS
Freeport Parkway Extension
Freeport Parkway, North of Bethel
Coppell, Texas
REPORTED TO: Duke-Weeks Realty Corporation REPORT NO. 3
5495 Belt Line Road, Suite 360 REPORT DATE: 04-02-01
Dallas, Texas 75240 REG PROJECT NO. 7623
ATTN: Mr. Jeff Langston TECHNICIAN: M. Silva
PAGE: 1 of 1
CONTRACTOR: McMahon Contracting
Proctor ASTM I OptimumI Maximum
No. Standard Description Moisture, % Density, PCF
1 D-698 Dark brown clay 16.5 103.0
2 D-698 Dark brown & yellow clay 18.5 102.0
3 D-698 Yellow brown sandy clay 12.5 113.0
Depth
Below Field Field
Test Final S. G. Density Moisture Proctor Compaction
No. Date Location (feet) (pcf) ( %) ID Level (%)
1 03-16-01 Storm Line ST-l: STA 1+25 0.0 100.8 12.6 3 89.2 *
2 Storm Line ST-1: STA 1 +50 1.0 99.3 10.0 3 87.9 *
3 Storm Line ST-l: STA 1+75 2.0 101.0 10.7 3 89.4 *
4 Storm Line ST-l: STA 2+00 3.0 98.9 10.4 3 87.5 *
5 Storm Line ST-l: STA 2+00 4.0 100.7 10.0 3 89.1 *
6 Water Line: STA 5+50 2.0 98.0 19.0 1 95.1
7 Water Line: STA 5+50 1.0 98.3 18.5 1 95.4
8 Storm Line ST-2: STA 1+80 3.0 97.8 19.3 2 95.8
9 Storm Line ST-2: STA 1+80 2.0 99.0 16.8 2 97.0
10 Storm Line ST-2: STA 1+80 1.0 97.3 20.1 2 95.3
11 Storm Line ST-2: STA 1+80 0.0 98.4 17.3 2 96.4
Indicates failing test not retested as of this report.
Comments: Where tested, materials were in compliance with project specifications.
Mail Submitted by:
Distribution: (1) Duke-Weeks Realty Corporation/
Mr. Jeff Langston REED ENGINEERING GROUP, INC.
(1) McMahon Contracting/
Mr. Bruce Roebuck Odginal Signed By
(1) City of Coppell/Mr. Larry Davis
Ronald F. Reed, P.E.
BW/cg
2424 STUTZ DR. · SUITE 400 · DALLAS, TX 75235 · TEL [214] 350 5600 · FAX [214] 350 0019