Nash Manor-LR020425FIpr ?_6 O? O8:5~-'a James Rea ~7;~ 74:5 0587
04/25/2ooz 15:53 F.~X 972 620 7328 FI.TGRO SO'Lrl].[ D^I, LA$ ..... [~]002/002
FUGRO SOUTH, INC.
Oal~, Texa~ 752Z9
(9721620-7328
CLIENT:
PROJECT:
I
Density Test l~qelllod:
FIELD DENSITY REPORT
J R Holdings
Nash Manor. Coppell. Toxas
DA.Tr E~pERFORMED; Ap¢il 2'3, 2_002' ,
ASTM 0°2922 & 30t7 Method of Compaction:
MOISTURE/DENSITY RELATIONS
Material Proctor Results
Number Deacriptlon
1
Tan and brown sandy clay
REPORT DATE: April 25. 2002
PROJECT NO.: 070q-2274
AsTM D.698
Maximum Ot¥ Density (l~cfl Optimum Moisture (%)
112.8 14.7
TEST PROCYOR
NO. NO.
23 I
24 I
LOCA~ON
Paving subgrad~, canter of cul-de-sac,
Nasll Rd.. final
Paving subgrade, center of cul-de-sac,
Nash Rd.. stal[or~ 1+50. final
TEST RESULTS
UNIT DRY MOISTUI~E PERCENT OF
WE&GHT CONTENT PERCENT MAXIMUM DENSITY'
107,6 q 7.3 95.4
108.6 14,7 g§.2
Remark5'. All densities meet project ,'~pecificati~s unies~ othcrwiso noted.
Zi~ Masumi
Fugro South Technician
FUGRO SOUTH lNG,
Reviewed By: '~ _ '~'_~__
S M H/my
D:sVil~ution:
J R Holciings - Bill Koziol