Lam Lee Add-LR000526 SOIL MOISTURE - DENSITY TEST REPORT
IN - PLACE TESTS BY NUCLEAR METHODS
Client Alice Lee c/oRealty Capital Corporation Work Order Number: 00-1888
Project 00-014 Lam Lee Report Number: 00-014.208
SPECIFICATIONS TEST DATA
Percent Compaction: i 95 % IDate Tested: 15/26/00
Moisture Content(%) !Technician: iRB
MATERIAL REFERENCE CURVE DATA
Curve Test MAX DRY ; OPTIMUM
No i Method Material Description DENSITY (pcf)' MOISTURE
i D698 Reddish Brown Sandy Clay with gravel 121.2', 10.4
IN-PLACE TEST RESULTS
DENSITY AND MOISTURE TESTS ARE PER ASTM D2922, D3017, RESPECTIVELY
Test Lift or ! Location Ref Dry Density Moisturei % of Max
No Elevation , Curve (pct') (%) Dry Density
i Final [Leave Outs on Tilt Panels- S.side Center i 116.2 13.1 96
2 Final llLeave Outs on Tilt Panels- S.side 100' east i 118.3 12.2 i 98
3 Final iLeave Outs on Tilt Panels- S. side 200' east I 118.6 12.8 98
~i 4 ' Final ILeave Outs on Tilt Panels- SE corner I 119.0 11.2 98
t 51 Final Leave Outs on Tilt Panels - SE corner 100' North I 116.8 13.9 ' 96
!6'1 I Final 1Leave Outs on Tilt Panels - SE corner 200' North i 120.7 10.6 100
7 : Final Leave Outs on Tilt Panels- SE corner 300' North I 119.2 11.0 98
8 Final Leave Outs on Tilt Panels- SE corner 400' North I 121.1 10.6 100
9 Final !Leave Outs on Tilt Panels - NE corner i 120.3 10.8 : 99
NUCLEAR GUAGE ID: i STD DENSITY COUNT: STD MOISTURE COUNT:
AN "R" AFTER THE TEST NUMBER INDICATES RETEST.
* INDICATES FAILURE TO COMPLY WITH PROJECT SPECIFICATIONS,
SOI~_TECH ENGI~EERI~ ^ND~TESTING, IN
erdue
"~eneral Manager
2502 Gravel Drive · Fort Worth, Texas 76118 · 817.595 0064 telephone · 817.589.7279 metro · 817.595.0708 fax