Princeton P2-LR000629Client
Project
SOIL MOISTURE - DENSITY TEST REPORT
IN - PLACE TESTS BY NUCLEAR METHODS
Realty Capital Corporation
00-092 Princeton Park Phil-Office Bldg.-
SPECIFICATIONS
Date Tested:
Percent Compaction: i 95 %
Work Order Number: 00-2116
Report Number: 00-092.109
TEST DATA
16/29/00
iMoistum Content(%) ; ITechnician:
i '
! MATERIAL REFERENCE CURVE DATA
!Curve; Test
No Method'
Material Description
]. D698 ~Medium Brown Sandy Clay with Lime
MAX DRY i OPTIMUM
DENSITY (pcf) MOISTURE
94.61 24.2
IN-PLACE TEST RESULTS
DENSITY AND MOISTURE TESTS ARE PER ASTM D2922, D3017, RESPECTIVELY
Test ~, Lift or Location i Ref
~ Elevation CUlrVe
No t
ii Final
2 Final
Final
South side parking lot center
Dry Density !Moisture % of Max
(pcf) (%)
91.3 23.4
North side parking lot center I I 89.9 25.2 95.0
NW corner parking lot center i i 92.3 24.0 98.0
Final NW corner parking lot, 100' east ,' 1 90.6 ! 22.3 96.0
Dry Density
97.0
NUCLEAR GUAGE ID: 61611 STD DENSITY COUNT: !
AN "R' AFTER THE TEST NUMBER INDICATES RETEST.
"INDICATES FAILURE TO COMPLY WITH PROJEC'F SPECIFICATIONS.
SOI[/TECH EN~.J~EERI~j~ AND TESTING, IN
~.J~fnes M. Perdue '~eneral Manager
24681 STD MOISTURE COUNT:
491
2502 Gravel Drive · Fort Worth, Texas 76118 · 817.595 0064 telephone · 817.589.7279 metro · 817.595.0708 fax