Castlebury-LR 990401FUGRO SOUTH, INC.
IlO
2880 Virgo lane; Dali&t, Taxa~ 752-29
Ph (972) 484-8301; Fax (972) 620-7328
FIELD DENSITY REPORT
CLIENT: Ryland Homes
PROJECT: Caatlebury Drive, Coppell, Texas
Density Te~t Method:
ASTM D-2922 & 3017
MOISTURE/DENSITY RELATIONS
Material
Number D~$r, rlption
REPORT DATE: AOdl 1, 1999
PROJECT NO.: 0791-2019
Method of Compagt]on: ASTM D-698
Proctor Results
M~ximum Dry DenM'cy (pcf) Optimum MoMture (%)
Dark brown clay (lime treated)
TEST RESULTS
TEST PROCTOR LOCATION UNIT DRY
NO. NO. WEIGHT
37 1 Casflebury Alley, Station 6+25, final 88.3
38 I Casflebury Alley, Station 3+50, final 86.5
39 1 Castlebury Alley, Station 1+25, final 87.1
40 1 Casflebury Court, Station 1+00, final 86.7
41 1 Casflebury Court, Station 3+00, final 87.1
42 1 Castlebury Court, Station 6+00, final 88.4
89.7 28.4
MOISTURE PERCENT OF
CONTENT PERCENT MAXIMUM DENSITY
30.3 98,4
31.0 96.4
30.1 97.1
29.5 96.7
30.7 97.1
28.6 98.6
Remarks: All densities meet project specifications unless otherwise noted.
Mike Flute
Fugro South Technician
SMH/em
Distribution:
Ryland Homes - Mark Gaines ~.
City of Coppell - Larry Davis /
Goodwin & Marshall - David Gregory
Site Concrete - Melissa Uselding
FUGRO SOUTH INC.
Reviewed By: ~