Lam Lee Add-LR000518 ~
SOIL MOISTURE - DENSITY TEST REPORT
IN - PLACE TESTS BY NUCLEAR METHODS -
Client Alice Lee c/oRealty Capital Corporation Work Order Number: 00.1833
Project 00-014 Lam Lee Report Number: 00-014.190
SPECIFICATIONS TEST DATA
L
!Percent Compaction: !95% Date Tested: 15/18100
;Moisture Content(%) Technician: ,RB
MATERIAL REFERENCE CURVE DATA
Curvei Test i MAX DRY OPTIMUM
N1 Method ', Material Description DENSITY (pcf) MOISTURE
t I D698 iMedium Brown Sandy Clay I 94.3i 24.7
2 I D698 !Dark Brown Sandy Clay ~1 90.21 28.2i
IN-PLACE TEST RESULTS
DENSITY AND MOISTURE TESTS ARE PER ASTM D2922, D3017, RESPECTIVELY
Test Lift or ~ Location Ref i Dry Density lMoisture1% of Max
No Elevation Curve~I (pcf) !. (%) [ Dry Density
i I Final !Northwest corner of firelane 2 86.1 I 26.6 i 95
2 ~ Final Northwest corner of firelane - 100' South 2 85.9 i 27.2 95
3 Final !Northwest corner of firelane - 200' South I 90.2 i 23.5 96
4 Final :Southwest corner of firelane · 75' North 1 92.2 , 24.5 i 98
NUCLEAR GUAGE ID: 16161 ] STD DENSITY COUNT: 12433 i STD MOISTURE COUNT: 1466
AN 'R" AFTER THE TEST NUMBER INDICATES RETEST.
* INDICATES FAILURE TO COMPLY WITH PROJECT SPECIFICATIONS.
SOII~TECH ENGtNEERII~ AND TESTING, IN
~,~es M. Perdue General Manager
2502 Gravel Drive · Fort Worth, Texas 76118 · 817.595 0064 telephone · 817.589.7279 metro · 817.595.0708 fax