SC-Coppell HS-LR 991202FUGRO SOUTH, INC.
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
FIELD DENSITY REPORT
CLIENT: Coppell lSD, c/o Dal - Mac Construction Co. REPORT DATE: December 2, 1999
PROJECT: Coppell High School, Coppell, Texas PROJECT NO: 0791-2208
Page 1
DATE PERFORMED: November 30, 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 Brown red silty sandy clay (select) 117.3 10.7
2 Dark brown silty clayey sand with some gravel 120.3 11,3
3 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
55 1 Subgrade of Multi-Purpose Building on 115.9 11.5 98.8
Line C at 17.5, natural/final
56 2 Subgrade of Multi-Purpose Building on 120.1 15.1 99.8
Line M at 17, natural/final
57 2 Subgrade of Multi-Purpose Building on 121.1 12.7 100.6
Line M at 13, natural/final
58 1 Subgrade of Multi-Purpose Building on 118.0 12.0 100.6
Line F at 12, natural/final
59 I Subgrade of Multi-Purpose Building on 117.4 11.1 100.1
Line E at 10, natural/final
60 1 Subgrade of Multi-Purpose Building on 113.6 10.9 96.8
Line C at 12, natural/final
61 3 Subgrade of Multi-Purpose Building on 105.2 20.3 97.9
Line L at 8, natural/final
62 1 Subgrade of Multi-Purpose Building on 112.5 15.0 96.0
Line C at 3, natural/final
63 3 Subgrade of Multi-Purpose Building on 107.8 17.3 100.3
Line F at 8, natural/final
64 3 Firelane Subgrade adjacent to Line A at 6, 105.0 17.5 97.8
natural/final
FUGRO SOUTH, INC.
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
FIELD DENSITY REPORT
CLIENT: Coppell lSD, cJo Dal - Mac REPORT DATE: December 2, 1999
PROJECT: Coppell High School, Coppell, Texas PROJECT NO: 0791-2208
Page 2
DATE PERFORMED: November 30, 1999 I
Density Test Method: ASTM D-2922 & 3017 Method of Compaction: ASTM D-698
TEST RESULTS
TEST PROCTOR LOCATION UNIT DRY MOISTURE PERCENT OF
NO. NO. WEIGHT CONTENT PERCENT MAXIMUM DENSITY
65 3 Firelane Subgrade adjacent to Line A at 107.1 20.1 99.8
16, natural/final
Remarks: All densities meet project specifications unless otherwise noted.
Bob Shea
Fugro South Technician FUGRO SOUTH INC.
Reviewed By: ~ - ~'~.. ~'~,-------'~__-
SMH/bg
Distribution: DaI-Mac Construction - Damon Norman
City of Coppell - Larry Davis
Coppell lSD - Mickey Harper
SHW Group - Joe Craddock
SHW Group - Mike Elmore
JRJ Paving - Jeff Williford