Stratford Manor-LR 990524FUGRO SOUTH, INC.
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
CLIENT:
PROJECT:
FIELD DENSITY REPORT
Huie Construction Co.
Stratford Manor, Coppell, Texas
REPORT DATE: May 24, 1999
PROJECT NO.: 0791-2064
DATE PERFORMED: May 19, 1999
Density Test Method:
Number
1
TEST PROCTOR
NO. NO.
75 1
76 1
77 1
78 1
79 1
80 1
81 1
82 1
Remarks:
ASTM D-2922 & 3017
MOISTURE/DENSITY RELATIONS
Material
Description
Reddish light brown sandy clay
LOCATION
48 inch storm sewer Line "A", station
1+00, 3 feet below grade
48 inch storm sewer Line "A", station
1+00, 1 foot below grade
48 inch storm sewer Line "A", station
4+00, 3 feet below grade
48 inch storm sewer Line "A", station
4+00, 1 foot below grade
48 inch storm sewer Line "A", station
7+00, 3 feet below grade
48 inch storm sewer Line "A", station
7+00, 1 foot below grade
8 inch sanitary sewer, Line "B", station
1+00, 4 feet below grade
8 inch sanitary sewer, Line "B", station
1+00, 2 feet below grade
All densities meet project specifications unless otherwise noted.
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
106.4 19.8 96.6
107.2 19.4 97.3
108.3 18.9 98.3
107.8 19.1 97.9
106.9 19.5 97.0
107.4 19.3 97.5
106.6 19.7 96.8
106.2 19.6 96.4
William Granger
Fugro South Technician
SMH/bg
Distribution:
Huie Construction Co. - David A. Whitsett
Alton Loyd, Inc. - Preston Skaggs
FUGRO SOUTH INC.
Reviewed By: