Princeton P2-LR000515Client
Project
SOIL MOISTURE - DENSITY TEST REPORT
IN - PLACE TESTS BY NUCLEAR METHODS
Realty Capital Corporation Work Order Number:
00-092 Princeton Park Phil-Office Bldg.- Report Number:
00-1772
00-092.100
SPECIFICATIONS
Percent Compaction: i95%
TEST DATA
Date Tested: i5/15/00
ITechnician: !RB
[Moisture Content(%) i
MATERIAL REFERENCE CURVE DATA
Curve[ Test
Method Dark
No Matedal Descd@tion
I i D698' Brown Sandy Clay
MAX DRY OPTIMUM
!DENSITY (pc0~ MOISTURE
101.2 21.8!
i Test
! No
'i i
' 2
Lift or
Elevation
Natural
Natural
South West corner of buildin8 pad
Center of building pad
IN-PLACE TEST RESULTS
DENSITY AND MOISTURE TESTS ARE PER ASTM D2922, D3017, RESPECTIVELY
Location Ref I Dry Density ! Moisture! % of Max
ICurve (pcf) i (%) Dry Density
1 i 101.6 ' 19.2 ! 100+
t I 102.9 19.6i 100+
Natural North East corner of building pad
99.8 22.11
i 97
NUCLEAR GUAGE ID: I 6161 1 STD DENSITY COUNT: !2433
AN "R" AFTER THE TEST NUMBER INDICATES RETEST.
* INDICATES FAILURE TO COMPLY WITH PROJECT SPECIFICATIONS.
SdlLTECH BIAGINEEI~G AND TESTING, IN
~/~ames M. Perdue '"General Manaser
ISTD MOISTURE COUNT: ; 474
2502 Gravel Drive · Fort Worth, Texas 76118 · 817.595 0064 telephone · 817.589.7279 metro o 817.595.0708 fax