SC-CFBISD Riverchase-LR 990804FUGRO SOUTH, INC.
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
CLIENT:
PROJECT:
FIELD DENSITY REPORT
Carollton-Farmers Branch lSD, c/o DaI-Mac Construction REPORT DATE: August 4, 1999
Riverchase Elementary School, Coppell, Texas PROJECT NO: 0791-2184
DATE PERFORMED: July 30, 1999
Density Test Method:
Number
1
ASTM D-2922 & 3017
MOISTURE/DENSITY RELATIONS
Material
Description
Mix tan clay and dark brown clay
TEST PROCTOR
NO. NO.
28 1
Method of Compaction: ASTM D-698
Proctor Results
Maximum Dry Density (pcf) Optimum Moisture (%)
112.7 15.1
TEST RESULTS
LOCATION UNIT DRY
WEIGHT
6 inch Sanitary sewer line, Line A, Station 96.1
1 +04, 3 feet below grade
MOISTURE
CONTENT PERCENT
PERCENT OF
MAXIMUM DENSITY
11.0' 85.3**
Remarks: *Does not meet project specifications for percent moisture content.
**Does not meet project specifications for percent maximum dry density.
Michael Overstreet
Fugro South Technician
FUGRO SOUTH INC.
SMH/em
Distribution:
DaI-Mac Constrcution - Jason Lillard
DaI-Mac Construction - Nate~ayne
City of Coppell - Larry Davis
/-
City of Coppell - Lee Stone
SHW Group - Joe Craddock
SHW Group - Terry Hoyle
JRJ Paving - Jeff Williford
Carrollton - Farmers Branch lSD - Tom Bell
Reviewed By: ~