SC-Coppell HS-LR 990802FUGRO SOUTH, INC. ~
2880 virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
FIELD DENSITY REPORT
CLIENT: Coppell lSD, c/o Del - Mac Construction Co. REPORT DATE: August 2, 1999
PROJECT: CoppeH High School, Coppell, Texas PROJECT NO: 0791-2208
DATE PERFORMED: July 29, 1999
Density Test Method: ASTM D-2922 & 3017 Method of Compaction: ASTM D-698
MOISTUREIDENSITY RELATIONS
Material Proctor Results
Number Description Maximum Dry Density (pcf) Optimum Moisture (%)
1 Dark gray clay with some gravel 107.4 17.0
TEST RESULTS
TEST PROCTOR LOCATION UNIT DRY MOISTURE PERCENT OF
NO. NO. WEIGHT CONTENT PERCENT MAXIMUM DENSITY
1 1 Building addition subgrade, 45 feet south 105.8 15.1 98.5
of existing building and 75 feet east of
southwest corner, natural
Remarks: Densities meet project specifications unless otherwise noted.
Bob Shea
Fugro South Technician FUGRO SOUTH INC.
Reviewed By: ~ ' ~
Distribution: DaI-Mac Construction - Jason/Lillard
City of Coppell - Larry Davis r
Coppell lSD - MJckey Harper
SHW Group - Joe Craddock
SHW Group - Terry Hoyle
JRJ Paving - Jeff WillJford