SC-CFBISD Riverchase-LR 990813FUGRO SOUTH, INC.
[mo
2880 virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
CLIENT:
PROJECT:
FIELD DENSITY REPORT
Carrolton-Farmers Branch lSD, c/o DaI-Mac Construction REPORT DATE: August 13, 1999
Riverchase Elementary School, Coppell, Texas PROJECT NO: 0791-2184
DATE PERFORMED: August 9, 1999
Density Test Method:
Number
1
ASTM D-2922 & 3017
MOISTURE/DENSITY RELATIONS
Material
Description
Mix tan clay and dark brown clay
39 1
4O 1
41 1
42 1
Method of Compaction: ASTM D-698
Proctor Results
Maximum Dry Density (pcf)
112.7
TEST RESULTS
TEST PROCTOR LOCATION UNIT DRY
NO. NO. WEIGHT
38 1 8 inch water line, referencing storm sewer 109.1
line, 39 inches RCP, station 7+50, 6
inches below grade
8 inch water line, referencing storm sewer 107.3
line, 39 inches RCP, station 3+85, 6
inches below grade
8 inch water line, referencing storm sewer, 108.4
39 inches RCP, station 3+80, 18 inches
below grade
8 inch water line, referencing storm sewer, 108.8
150 feet north of East Water Way, 6
inches below grade
8 inch water line, referencing storm sewer, 107.9
125 feet south of East Water Way, 6
inches below grade
MOISTURE
CONTENT PERCENT
Optimum Moisture (%)
15.1
PERCENT OF
MAXIMUM DENSITY
20.0 96.8
16.3 95.2
16.8 96.1
19.8 96.5
20.1 95.7
Remarks: Densities meet project specifications unless otherwise noted.
David Peters
Fugro South Technician
FUGRO SOUTH INC.
Reviewed By:
SMH/bg
Distribution:
Al-Mac Construction - Jason Lillard
Al-Mac Construction - Nate P/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