SC-Coppell HS-LR 990813FUGRO SOUTH, INC. ~
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
FIELD DENSITY REPORT
CLIENT: Coppel~ ~SD, cio Da! - Mac Construction Co. REPORT DATE: August 13, 1999
PROJECT: Coppell High School, Coppell, Texas PROJECT NO: 0791-2208
DATE PERFORMED: August 10, 1999
Density Test Method: ASTM D-2922 & 3017 Method of Compaction: ASTM D-698
MOISTURE/DENSITY RELATIONS
Material Proctor Results
Number Description Maximum Dry Density (pcf) Optimum Moisture (%)
I Dark gray clay with some gravel 107.4 17.0
2 Dark brown silty clayey sand with some gravel 120.3 11.3
TEST RESULTS
TEST PROCTOR LOCATION UNIT DRY MOISTURE PERCENT OF
NO. NO. WEIGHT CONTENT PERCENT MAXIMUM DENSITY
32 1 Building pad, Area G, tested at GL-64, 107.9 18.5 100.5
natural
33 2 Building pad, Area G, tested at G J-69, 114.6 14.7 95.2
natural
34 1 Building pad, Area F, tested at GM-F3, 106.6 19.0 99.2
natural
35 1 Building pad, Area F, tested at GL-F5, 108.9 18.8 101.4
natural
36 1 Building pad, Area F, tested at GK-F2, 105.8 20.2 98.5
natural
37 1 Building pad, Area G, tested at GG-G4, 102.7 19.2 95.6
natural
38 2 Building pad, Area G, tested at GC-G4, 116.8 11.3 97.1
natural
Remarks: Densities meet project specifications unless otherwise noted.
Jose Rivera
Fugro South Technician FUGRO SOUTH INC.
Reviewed By:
SMH/em
Distribution: DaI-Mac Construction - Jason,.-Lillard
City of Coppell - Larry Davis
Coppell lSD - Mickey Harper
SHW Group - Joe Craddock
SHW Group - Terry Hoyle
JRJ Paving - Jeff Williford