Stratford Manor-LR 990513FUGRO SOUTH, INC.
CLIENT:
PROJECT:
FIELD DENSITY REPORT
Huie Construction Co.
Stratford Manor, Coppell, Texas
2880 virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
REPORT DATE: May 13, 1999
PROJECT NO.: 0791-2064
DATE PERFORMED: May 6, 1999
Density Test Method:
ASTM D-2922 & 30'17
MOISTURE/DENSITY RELATIONS
Material
Number Description
1 Reddish and brown sandy clay
TEST PROCTOR
NO. NO.
63 1
64 1
65
66 1
Remarks:
LOCATION
Block A, Lot 1, 1s~ lift
Block A, Lot 1, final
Block A, Lot2, 1st lift
Block A, Lot 2, final
Method of Compaction: ASTM D-698
Proctor Results
Maximum Dry Density (pct') Optimum Moisture (%)
110.1 16.2
TEST RESULTS
UNIT DRY MOISTURE PERCENT OF
WEIGHT CONTENT PERCENT MAXIMUM DENSITY
104.7 15.9 95.1
107.7 14.9 97.8
105.7 14.8 96.0
107.6 14.4 97.7
All densities meet project specifications unless otherwise noted.
Thomas Cranford
Fugro South Technician
SMH/mv
Distribution:
Huie Construction Co. - David A. Whitsett
Alton Loyd, Inc. - Preston Skaggs
FUGRO SOUTH INC.
Reviewed By: ~"~- '"'~~
jRO SOUTH, INC.
CLIENT:
PROJECT:
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
MOISTURE/DENSITY RELATIONSHIP OF SOILS
Huie Construction Co. REPORT DATE: May 13, 1999
Stratford Manor, Coppell, Texas PROJECT NO: 0791-2064
SAMPLE DATE: May 6, 1999
METHOD OF TEST:
SAMPLE IDENTIFICATION:
Sample Description:
Sample Origin:
MOISTURE/DENSITY:
Preparation Procedure:
Rammer Description:
Maximum Dry Density: (Ibs/cu ft)
Optimum Moisture Content (%):
ATTERBERG LIMITS:
Liquid Limit:
Plastic Limit:
Plasticity Index:
GRAIN SIZE:
Percent Passing (-200) Sieve:
ASTM D-698D
Dark brown sandy clay
Off site, stock pile
Moist
Mechanical
99.3
22.3
62
20
42
n/a
Thomas Cranford
Fugro South Technician
FUGRO SOUTH INC.
Reviewed By:
SMH/mv
Distribution: Huie Construction Co. - David A. Whitsett
Alton Loyd, Inc. - Preston Skaggs