Vistas of C P3-LR 981117FUGRO SOUTH, INC.
C 1
l
2880 Virgo Lane; Dallas, Texas 75229
Ph(972)484 -8301: Fax(972)620 -7328
MOISTURE /DENSITY RELATIONSHIP OF SOILS
CLIENT: Centex Homes
PROJECT: Vistas of Coppell III, Coppell, Texas
REPORT DATE: November 17, 1998
PROJECT NO: 0781 -2276
METHOD OF TEST:
SAMPLE IDENTIFICATION:
Sample Description:
Sample Origin:
MOISTURE /DENSITY:
Preparation Procedure:
Rammer Description:
Maximum Dry Density: (lbs /cu ft)
Optimum Moisture Content ( %):
ASTM D -698A
Yellowish brown and tan silty sandy clay
On site
Moist
Mechanical
98.7
22.5
ATTERBERG LIMITS:
Liquid Limit:
Plastic Limit:
Plasticity Index:
GRAIN SIZE:
Percent Passing ( -200) Sieve:
Jose Rivera
Fugro South Technician
39
19
20
n/a
FUGRO SOUTH INC.
Checked by:
SMH /em
Distribution: Centex Homes - Robert Poole
City of Coppell - Larry Davis
Rodman Excavation - Jim Rausch
FUGRO SOUTH, INC. a s
2880 Virgo Lane; Dallas, Texas 75229
Ph(972)484 -8301; Fax(972)620 -7328
MOISTURE /DENSITY RELATIONSHIP OF SOILS
CLIENT: Centex Homes
PROJECT: Vistas of Coppell III, Coppell, Texas
REPORT DATE: November 17,1998
PROJECT NO: 0781 -2276
°
METHOD OF TEST:
SAMPLE IDENTIFICATION:
Sample Description:
Sample Origin:
MOISTURE/DENSITY:
Preparation Procedure:
Rammer Description:
Maximum Dry Density: (lbs/cu ft)
Optimum Moisture Content ( %):
ATTERBERG LIMITS:
Liquid Limit:
Plastic Limit:
Plasticity Index:
GRAIN SIZE:
Percent Passing ( -200) Sieve:
ASTM D-698A
Medium brown silty sandy clay with some gravel
On site
Moist
Mechanical
106.6
18.3
22
11
11
n/a
Jose Rivera
Fugro South Technician
FUGRO SOUTH INC.
Checked by:
SMH /em
Distribution: Centex Homes - Robert Poole
City of Coppell - Larry Davis
Rodman Excavation - Jim Rausch
FUGRO SOUTH, INC.
r I -
2880 Virgo Lane: Dallas, Texas 75229
Ph (972) 484 -8301: Fax (972) 620 -7328
FIELD DENSITY REPORT
CLIENT: Centex Homes
PROJECT: Vistas of Coppell III, Coppell, Texas
REPORT DATE: November 17, 1998
PROJECT NO.: 0781 -2276
DATE PERFORMED: November 6,199&
MOISTURE/DENSITY RELATIONS
Material Proctor Results
Number Description Maximum Dry Density (pcf) Optimum Moisture ( %)
1 Brown and light gray sandy clay with gravel 114.8 15.6
TEST RESULTS
TEST
PROCTOR
LOCATION
UNIT DRY
MOISTURE
PERCENT OF
NO.
NO.
WEIGHT
CONTENT PERCENT
MAXIMUM DENSITY
1
1
Pads, Block C, lot 1, natural /final
113.6
15.8
98.9
2
1
Pads, Block C, lot 2, 1 st lift/final
112.4
16.4
97.9
3
1
Pads, Block C, lot 5, natural /final
110.0
17.3
95.8
4
1
Pads, Block C, lot 6, 1 st lift/final
109.1
16.8
95.0
5
1
Pads, Block C, lot 7, natural /final
109.6
17.8
95.4
6
1
Pads, Block B, lot 20, 1 st lift/final
111.2
16.1
96.8
7
1
Pads, Block B, lot 19, natural /final
110.8
16.8
96.5
8
1
Pads, Block B, lot 18, 1 st lift/final
109.9
16.8
95.7
Remarks: Al densities meet project specifications unless otherwise noted.
William Granger
Fugro South Technician FUGRO SOUTH INC.
Checked by: -
SMH /em
Distribution: Centex Homes - Robert Poole
City of Coppell - Lary Davis
Rodman Excavation - Jim Rausch