Princeton P2-LR000517SOIL MOISTURE - DENSITY TEST REPORT
In - PLACE TESTS BY NUCLEAR METHODS
Client Realty Capital Corporation
Project 00-092 Princeton Park Phil-Office Bldg.-
SPECIFICATIONS
!Percent Compaction:
Date Tested:
Moisture Content(%) i
Technician:
MATERIAL REFERENCE CURVE DATA
Work Order Number:
Report Number:
TEST DATA
5/17/00
RB
00-1806
00-092.103
~Curve: Test
No Method
1 D698
Material Description
iReddish Brown Sandy Clay with some rock (Select Fill)
MAX DRY ! OPTIMUM
DENSITY (pcf) MOISTURE
128.7 10.5i
IN-PLACE TEST RESULTS
DENSITY AND MOISTURE TESTS ARE PER ASTM D2922, D3017, RESPECTIVELY
Test
No
1
4
Lift or
Elevation
1st Lift
Location
!Southeast corner of building pad
1st Lift
2nd Lift
2nd Lift
iNorthwest corner of building pad
!Southwest corner of building pad
~,Center of building pad
iNorthwest corner of building pad
Ref
Curve
1
' i
Dry Density :Moisture
(pc0
129.5
126.7
125.7
123.0
(%)
14.2
13.2
13.5
13.0
i 125.9 12.2
% of Max
Dry Density
100
98
98
96
98
5 2nd Lift
6 3rd Lift !East side center of pad 1 124.9 13.0 97
, [
7 3rd Lift iWest side center of building pad [ 1 123.8 13.8 96
8 3rd Lift ilCenter of building pad i I 124.2 14.1 97
NUCLEAR GUAGE ID: 16161 ! STD DENSITY COUNT: !2451
AN "R' AFTER THE TEST NUMBER INDICATES RETEST.
* INDICATES FAILURE TO COMPLY WITH PROJECT SPECIFICATIONS.
ff.~ECH E~__.JNEEf~G AND TESTING, IN
Perdue
anager
STD MOISTURE COUNT: 476
2502 Gravel Drive · Fort Worth, Texas 76118 · 817.595 0064 telephone · 817.589.7279 metro · 817.595.0708 fax