SC-CFBISD Riverchase-LR 990726FUGRO 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
Riverchase Elementary School, Coppell, Texas
REPORT DATE: July 26,1999
PROJECT NO: 0791-2184
DATE PERFORMED: July 21,1999
Density Test Method:
Number
1
2
ASTM D-2922 & 3017
MOISTUREJDENSITY RELATIONS
Material
Description
Tan and brown sandy clay
Mix tan clay and dark brown clay
22 1
23 2
24 2
25 1
26 I
27 1
Method of Compaction: ASTM D-698
Proctor Results
Maximum Dry Density (pcf)
TEST RESULTS
TEST PROCTOR LOCATION UNIT DRY
NO. NO. WEIGHT
21 1 Parking lot raw subgrade, southwest 99.4
parking lot, 60 feet south and 80 feet east
from northwest comer, 1st lift/final
Parking lot raw subgrade, southwest 101.6
parking lot, 50 feet south and 50 feet west
from northeast corner, 1st lilt/final
Parking lot raw subgrade, southeast 101.8
parking lot, 40 feet south and 10 feet east
from northwest corner, 1 st lift/final
Parking lot raw subgrade, southeast 110.6
parking lot, 75 feet south and 40 feet west
from northeast corner, 1st liftJfinal
Parking lot raw subgrade, northeast 102.8
parking lot, 90 feet south and 40 feet west
from northeast corner, 1st lift/final
Parking lot raw subgrade, northeast 103.0
parking lot, 90 feet south and 40 feet west
from northwest comer, 1st lift/final
Parking lot raw subgrade, northwest 102.9
parking lot, 40 feet south and 50 feet west
from northeast corner, 1st lift/final
103.2
112.7
MOISTURE
CONTENT PERCENT
18.9
Optimum Moisture (%)
18.8
15.1
PERCENT OF
MAXIMUM DENSITY
96.3
19.1
98.4
16.4
97.4
18.5
98.1
19.0
99.6
21.3
99.0
99.7
Remarks: Densities meet project specifications unless otherwise noted.
David Putman
Fugro South Technician
FUGRO SOUTH INC.
Reviewed By: "~-
SMH/bg
Distribution:
DaI-Mac Construction - Jason/(.illard
City of Coppell - Larry Davis
Carrollton-Farmers Branch lSD
SHW Group - Joe Craddock
SHW Group - Terry Hoyle
JRJ Paving - Jeff Williford