Castlebury-LR 990309FUGRO SOUTH, INC.
2880 Virgo Lane: Da#as, Tex~ 75229
Ph (972)484-8301; Fax (972) 620-7328
CLIENT:
PROJECT:
FIELD DENSITY REPORT
Ryland Homes
Castlebury Drive, Coppell, Texas
REPORT DATE: March 9, 1999
PROJECT NO.: 0791-2019
DATE PERFORMED: March 4, 1999
Density Test Method:
Number DescriptJon
I Dark gray clay
ASTM D-2922 & 3017
30 1
31 1
32 1
33 1
34 1
35 1
36 1
Material
MOISTURE/DENSITY RELATIONS
Method of Compaction: A~TM D-698
Proctor Results
Maximum Dry Density (l~f) Optimum Moisture (%)
104.6 19.3
TEST RESULTS
TEST PROCTOR LOCATION UNIT DRY
NO. NO. WEIGHT
29 1 8 inch sanitary sewer, Castlebury Court, 100.6
station 1 +00, 1 foot below grade
8 inch sanitary sewer, Casflebury Court, 103.1
station 4+00, 1.5 feet below grade
8 inch watadine, Cestlebury Court, station 101.6
0+50, 1.5 feet below grade
8 inch waterline, Castlebury Court, station 101.1
3+50, 1 foot below grade
8 inch waterline, Castlebury Court, station 102.6
6+50, 2 feet below grade
Water service at Lot 19, 1 foot below 99.8
grade
Water service at Lot 15, 1.5 feet below 103.3
grade
Water service at Lot 12, 1.5 feet below 100.5
grade
MOISTURE
CONTENT PERCENT
PERCENT OF
MAXIMUM DENSITY
22.8 96.2
20.5 98.6
22.0 97.1
22;5' ' 96.6
21.7 98.1
23.0 95.4
21.2 98.7
21.7 96.1
Remarks: All densities meet project specifications unless otherwise noted.
Ted Nicholas
Fugro South Technician
SMH/mv
Distribution:
Ryland HOmes - Mark Gaines ~
City of Coppell - Larry Davis ~
Goodwin & Marshall - David Gregory
Site Concrete - Melissa Uselding
FUGRO SOUTH INC.
Reviewed By: '~-~ -..---