Princeton P2-LR000518Client
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:
00-1828
00-092. 104
SPECIFICATIONS
=ercent Compaction: [95%
TEST DATA
Date Tested:
5/18/00
Moisture Content(%) [Technician: iRB
I '
MATERIAL REFERENCE CURVE DATA
' [ MAX DRY OP¥iMUM
Curvel Test [ ,
No ! DENSITY (pc0 MOISTURE ~
1 I 128.7' 10.51
Method '= Material Description
D698 !Select Fill - Reddish Brown Sandy Clay with some rock
IN-PLACE TEST RESULTS
DENSITY AND MOISTURE TESTS ARE PER ASTM D2922, D3017, RESPECTIVELY
TestI
No i
2i
Lift or ' Location
Elevation
Final Southeast corner of building pad
Final Center of building pad
3 i Final Northwest corner of building pad
Ref i Dry Density
Curve[ (pcf)
i 124.0
'
i 125.5
1 123.8
Moisture
(%)
14.2
% of Max
Dry Density
96
13.0 98
13.6 96
NUCLEAR GUAGE ID: i ',~ STD DENSITY COUNT: i
AN 'R" AFTER THE TEST NUMBER INDICATES RETEST.
~ INDICATES FAILURE TO COMPLY WITH PROJECT SPECIFICATIONS,
SOILTECH ENGIN~RING AND TESTING, IN
neral Manager
! STD MOISTURE COUNT:
2502 Gravel Ddve · Fort Worth, Texas 76118 · 817.595 0064 telephone · 817.589.7279 metro · 817.595.0708 fax