Westbury Manor-LR 990331FUGRO SOUTH, INC.
2880 Virgo Lane; Dallas, Te;~s 75229
Ph (972) 484-8301; Fax (972) 620-7328
MOISTURE/DENSITY RELATIONSHIP OF SOILS
CLIENT: Ryland Homes REPORT DATE: March 31, 1999
PROJECT: Westbury Manor, Coppetl, Texas PROJECT NO: 0781-2277
ASTM D-698A
METHOD OF TEST:
SAMPLE IDENTIFICATION:
Sample Description:
Sample Odgin:
Brown clayey sand with rock and some organics
(lime treated)
London Way
MOISTURE/DENSITY:
Preparation Procedure:
Rammer Description:
Maximum Dry Density: (Ibs/cu ft)
Optimum Moisture Content (%):
Moist
Mechanical
92.1
24.6
Mike Flute
Fugro South Technician
FUGRO SOUTH INC.
Reviewed by:
SMH/em
Distribution:
Ryland Homes - Mark Gaines j
City of Coppell - Larry Davis
Goodwin & Marshall - David Gregory
Site Concrete, Inc. - Melissa Uselding
FUGRO SOUTH, INC.
2880 virago Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
MOISTURE/DENSITY RELATIONSHIP OF SOILS
CLIENT: Ryland Homes REPORT DATE: March 31, 1999
PROJECT: Westbury Manor, Coppell, Texas PROJECT NO: 0781-2277
ASTM D-698A
METHOD OF TEST:
SAMPLE IDENTIFICATION:
Sample Description:
Sample Origin:
Dark brown sandy clay (lime treated.)
Westbury Ddve, Station 3+00
MOISTURE/DENSITY:
Preparation Procedure:
Rammer Description:
Maximum Dry Density: (Ibs/cu ft)
Optimum Moisture Content (%):
Moist
Mechanical
93.5
24.0
Mike Flute
Fugro South Technician
FUGRO SOUTH INC.
Reviewed by: ~'~'~-'~~
SMH/em
Distribution:
Ryland Homes - Mark Gaines
City of Coppell - Larry Davis
Goodwin & Marshall - David Gregory
Site Concrete, Inc. - Melissa Uselding
FUGRO SOUTH, INC.
CLIENT:
PROJECT:
2880 Virgo Lane; Dallas, Taxam 75229
Ph (972) 484.8301; Fax (972) 620-7328
FIELD DENSITY REPORT
Ryland Homes REPORT DATE: March 31, 1999
Westbury Manor, Coppell, Texas PROJECT NO.: 0761-2277
DATE PERFORMED: March: 26, 1999
Number
1
2
TEST
NO.
46
47
48
49
50
51
52
53
54
Remarks:
MOISTURE/DENSITY RELATIONS
Material
Description
Dark brown clay (lime treated)
Brown clayey sand with rock and some organics
(lime treated)
TEST RESULTS
PROCTOR
NO.
1
1
1
1
2
2
Proctor Results
Maximum Dry Deneity (pcf) Optimum Moisture (%)
93.5 24.0
92.1 24.6
LOCA'rlON
UNIT DRY MOISTURE
WEIGHT CONTENT PERCENT
London Way, station 11+50, final 90.6 24.7
London Way, station 9+00, final 93.2 25.4
London Way, station 6+00, final 90.4 24.4
London Way, station 3+00, final 91.3 24.3
North alley, final 88.6 26.5
Intersection of Westbury Drive and 89.0 26.5
London Way, final
1 Westbury Drive, station 3+00, final 91.8 24.0
1 Westbury Drive, station 1+00, final 89.9 24.9
2 Westbury Court, station 1+00, final 92.2 26.1
All density tests meet project specifications unless otherwise noted.
PERCENT OF
MAXIMUM DENSITY
96.8
99.6
96.6
97.6
96.2
96.6
9.1
96.1
100.2
Mike Flute
Fugro South Technician
FUGRO SOUTH INC.
SMH/br
Distribution:
Ryland Homes - Mark Gaines //
City of Coppell - Larry Davis
Goodwin & Marshall - David Gregory
Site Concrete, Inc - Melissa Uselding
Reviewed by: