Deer Run-LR 991220FUGRO SOUTH, INC.
CLIENT: Ryland Homes
PROJECT: Deer Run, Coppeli, Texas
FIELD DENSITY REPORT
REPORT DATE: December 20, 1999
PROJECT NO.: 0791 -2308
Page 1
DATE PERFORMED: December 16, 1999
Density Test Method:
Number Description
1 Red and yellowish tan sand
ASTM D -2922 3017
MOISTURE /DENSITY RELATIONS
Material
GIRO
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484 -8301; Fax (972) 620 -7328
Method of Compaction: ASTM D -698
Proctor Results
Maximum Dry Density (pcf) Optimum Moisture
106.7 8.0
TEST RESULTS
TEST PROCTOR LOCATION UNIT DRY MOISTURE PERCENT OF
NO. NO. WEIGHT CONTENT PERCENT MAXIMUM DENSITY
61 1 8 inch sanitary sewer, Line S -1, station 104.7 9.8 98.1
1+00, 9 feet below grade
62 1 8 inch sanitary sewer, Line S -1, station 101.9 9.1 95.5
1+00, 7 feet below grade
63 1 8 inch sanitary sewer, Line S -1, station 105.6 10.6 99.0
1 +00, 5 feet below grade
64 1 8 inch sanitary sewer, Line S -1, station 102.3 10.0 95.9
1 +00, 3 feet below grade
65 1 8 inch sanitary sewer, Line S -1, station 103.4 9.7 96.9
1 +00, 1 foot below grade
66 1 8 inch sanitary sewer, Line S 1, station 102.3 8.4 95.9
3 +50, 13 feet below grade
67 1 8 inch sanitary sewer, Line S -1, station 102.8 9.2 96.3
3 +50, 11 feet below grade
68 1 8 inch sanitary sewer, Line S -1, station 104.6 9.3 98.0
3 +50, 9 feet below grade
69 1 8 inch sanitary sewer, Line S -1, station 104.1 10.1 97.6
3 +50, 7 feet below grade
70 1 8 inch sanitary sewer, Line S -1, station 105.7 9.8 99.1
3 +50, 5 feet below grade
71 1 8 inch sanitary sewer, Line S -1, station 103.7 10.3 96.7
3 +50, 3 feet below grade
FUGRO SOUTH, INC.
CLIENT: Ryland Homes
PROJECT: Deer Run, Coppell, Texas
FIELD DENSITY REPORT
DATE PERFORMED: December 16,1999
Density Test Method: ASTM D -2922 3017
TEST PROCTOR
NO. NO.
SMH /bg
Distribution:
LOCATION
TEST RESULTS
72 1 8 inch sanitary sewer, Line S -1, station 103.9 8.1 97.4
3 +50, 1 foot below grade
Remarks: All densities meet project specifications unless otherwise noted.
Michael Overstreet
Fugro South Technician FUGRO SOUTH INC.
Ryland Homes Philip Flink
City of Coppell Garth Campbell
J.F Clack Jimmy Clack
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484 -8301; Fax (972) 620 -7328
REPORT DATE: December 20, 1999
PROJECT NO.: 0791 -2308
Page 2
Method of Compaction: ASTM D -698
UNIT DRY MOISTURE PERCENT OF
WEIGHT CONTENT PERCENT MAXIMUM DENSITY
Reviewed By: