SC-CFBISD Riverchase-LR 990818 (2)FUGRO SOUTH, INC.
2880 virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
CLIENT:
PROJECT:
FIELD DENSITY REPORT
Carrollton-Farmers Branch lSD, c/o DaI-Mac Construction REPORT DATE: August 18, 1999
Riverchase Elementary School, Coppell, Texas PROJECT NO: 0791-2184
Density Test Method:
Number Description
1 Tan clay
2 Mix tan clay and dark brown clay
48 1
49 1
DATE PERFORMED: August 13, 1999
ASTM D-2922 & 30t7 Method of Compaction: ASTM D-698
MOISTURE/DENSITY RELATIONS
Material Proctor Results
Maximum Dry Density (pcf) Optimum Moisture (%)
108.9 16.3
112.7 15.1
5O 2
TEST RESULTS
TEST PROCTOR LOCATION UNIT DRY
NO. NO. WEIGHT
47 1 Utilities backfill, 30 inch storm sewer, Line 103.8
"C", tested at station 1+00, 6 inches below
grade
Utilities backfill, 30 inch storm sewer, Line 106.9
"C", tested at station 3+00, final
Utilities backfill, 39 inch storm sewer, Line 104.4
"C", tested at station 5+00, final
Utilities backfill, 39 inch storm sewer, Line 113.8
"C", tested at station 7+00, final
MOISTURE PERCENT OF
CONTENT PERCENT MAXIMUM DENSITY
16.4 95.4
12.3 98.2
19.4 95.9
15.4 100.9
Remarks: Densities meet project specifications unless otherwise noted.
Jose Rivera
Fugro South Technician
FUGRO SOUTH INC.
SMH/bg
Distribution:
DaI-Mac Construction - Jason Lillard
DaI-Mac Construction - Nate Payne
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: