Deer Run-LR000118FUGRO SOUTH, INC.
CLIENT: Ryland Homes
PROJECT: Deer Run, Coppell, Texas
DATE PERFORMED: January 12, 2000
Density Test Method:
Number Description
1 Dark brown very silty clay
NO. NO.
David Peters
Fugro South Technician
FIELD DENSITY REPORT
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484 -8301; Fax (972) 620 -7328
REPORT DATE: January 18, 2000
PROJECT NO.: 0791 -2308
ASTM D -2922 3017 Method of Compaction:
MOISTURE /DENSITY RELATIONS
Material
TEST RESULTS
TEST PROCTOR LOCATION UNIT DRY MOISTURE PERCENT OF
WEIGHT CONTENT PERCENT MAXIMUM DENSITY
(5 1 8 inch sanitary sewer, Line F -1, station 96.0 23.5 95.8
8 +70, 5 feet below grade
62 1 8 inch sanitary sewer, Line S -2, station 96.5 21.4 96.3
0 +55, 4 feet below grade
C r1 8 inch sanitary sewer, Line S -2, station 95.8 23.1 95.6
3 +78, 3 feet below grade
1 8 inch sanitary sewer, Line S -3, station 96.2 21.8 96.0
1+35, 4 feet below grade
1 8 inch sanitary sewer, Line S -3, station 96.3 21.5 96.1
4 +50, 3 feet below grade
1 8 inch sanitary sewer, Line F1, station 96.0 23.7 96.0
9 +25, 3 feet below grade
Remarks: All densities meet project specifications unless otherwise noted.
SMH /bg
Distribution: Ryland Homes Philip Flink
City of Coppell Garth Campbell
J.F Clack Jimmy Clack
FUGRO SOUTH INC.
Reviewed By:
GIRO
ASTM D -698
Proctor Results
Maximum Dry Density (pcf) Optimum Moisture
100.2 21.0