SC-Coppell MSW-LR011112FUGRO SOUTH, INC.
FIELD DENSITY REPORT
�IGRO
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484 -8301; Fax (972) 620 -7328
CLIENT:
Coppell ISD REPORT DATE: November 12, 2001
PROJECT: Coppell ISD Service Center, Coppell, Texas PROJECT NO
0701 - 2233
DATE PERFORMED: November 1, 2001
Density Test
Method: ASTM D -2922 & 3017 Method of Compaction:
ASTM D -698
MOISTURE /DENSITY RELATIONS
Material Proctor Results
Number
Description Maximum Dry Density (pcf) Optimum Moisture ( %}
4
Dark brown clay 97.3
23.4
TEST RESULTS
TEST
PROCTOR LOCATION UNIT DRY MOISTURE
PERCENT OF
NO.
NO. WEIGHT CONTENT PERCENT MAXIMUM DENSITY
18
4 8 inch sanitary sewer, Line B, station 96.9 21.3
99.5
0 +00, 3 feet below grade
19
4 8 inch sanitary sewer, Line B, station 94.8 22.7
97.4
0 +00, 1 foot below grade
20
4 8 inch sanitary sewer, Line B, station 95.4 22.0
98.0
0 +00, final
21
4 8 inch sanitary sewer, Line B, station 93.2 25.1
95.7
3 +00, 2 feet below grade
22
4 8 inch sanitary sewer, Line B, station 94.3 23.4
96.9
3 +00, final
23
4 8 inch sanitary sewer, Line B, station 95.8 21.5
98.4
6 +00, final
24
4 8 inch sanitary sewer, Line B, station 96.4 21.1
99.1
9 +00, final
25
4 8 inch water line, Line B, station 9 +00, 2 95.1 22.2
97.7
feet below grade
26
4 8 inch water line, Line B, station 9 +00, 99.1 24.0
96.7
final
Remarks:
All densities meet project specifications unless otherwise noted.
James Spriggs
Fugro South Technician FUGRO SOUTH INC.
Reviewed By:
SMH /bg
Distribution:
K A Sparks Contractors Inc. — Jim Schooler
K A Sparks Contractors Inc. — Rick McKinney (Fax: 972 - 462 -9320)
City of Coppell - Lee Stone
City of Coppell - Garreth Campbell
Coppell ISD - Mickey Harper
SHW Group — Mike Elmore
SHW Group — Dale Lilljedahl