Lam Lee Add-LR000516 (2) SOIL MOISTURE - DENSITY TEST REPOIb, T
IN - PLACE TESTS BY NUCLEAR METHODS '
Client Alice Lee c/oRealty Capital Corporation Work Order Number: 00-3.794
Project 00-014 Lam Lee Report Number: 00-0~[4.183
Percent Compaction: 95%SPECIFICATIONS IDate Tested: !5/16/00TEST DATA
IMoisture Content(%) Technic an: IRB
MATERIAL REFERENCE CURVE DATA
!Curve TestI ;~ MAX DRY i OPTIMUM
' ' 'DENSITY (pcf) i MOISTURE
~ No ', Method i Material Description
i 1 i D698 IMedium Brown Sandy Clay i 94.31 24.7'~
I 2 'i D698 !Dark Brown Sandy Clay ~ 90.21 2S.2'=
IN-PLACE TEST RESULTS
DENSITY AND MOISTURE TESTS ARE PER ASTM D2922, D3017, RESPECTIVELY
Test Lift or Location Ref Dry Density i Moisture % of Max
No Elevation Curve[ (pcf) i (%) Dry Density~
! . Final Northwest corner drive 2 ! 88.3 : 28.6 98
2 Final Northwest corner drive - 100' East ' 2 86.5 ! 28.]. 96
3 I Final Northwest corner drive · 200 ' East 2 87.2 !, 29.2 97
I i 28.8 97
4 Final Northwest corner drive - 300' East 2 87.3
' STD MOISTURE COUNT:
NUCLEAR GUAGE ID: ~6161 i STD DENSITY COUNT: i
AN "R" AFTER THE TEST NUMBER INDICATES RETEST.
"INDICATES FAILURE TO COMPLY WITH PROJECT SPECIFICATIONS.
SQI~ F_.blGINEE~GAND TESTING, IN
Jijlmes M. Perdue '~:
~,(Zeneral Manager
2502 Gravel Drive · Fort Worth, Texas 76118 · 817.595 0064 telephone · 817.589.7279 metro · 817.595.0708 fax