Lam Lee Add-LR000830 SOIL MOISTURE - DENSITY TEST REPORT
IN - PLACE TESTS BY NUCLEAR METHODS '
Client Alice Lee c/oRealty Capital Corp, Work Order Number: 00.2537
Project 00-0].4 Lam Lee Report Number: 00-0].4.252
SPECIFICATIONS i TEST DATA
!Percent Compaction: ;90% iDate Tested: 8/30/00
~!M°isture Content(%) ~iTechmcmn:' ' LB
~ MATERIAL REFERENCE CU~E-~A-TA--
i Curve Test MAX DRY OPTIMUM
No Method, Material Description DENSITY (pcf) MOISTURE
i D698 iBrown Clay 103.4 18.8;
2 D698 Gray Clay 100.2! 19.1
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:i Elevation iCurve (pcf)____', (%) Dry Density
I 4th Lift ~South detector check vault 2 92.4 19.6 92.0
2 5th Lift South detector check vault 2 94.6 19.1 94.0
3 6th Lift South detector check vault 2 96.2 19.2 96.0
NUCLEAR GUAGE ID: 61611 STD DENSITY COUNT: 23901 S'I'D MOISTURE COUNT: 495,
AN "R" AFTER THE TEST NUMBER INDICATES RETEST.
"INDICATES FAILURE TO COMPLY WITH PROJECT SPECIFICATIONS.
E~GINEER~JG AND TESTING, INC.
SOILTECH
Ja~tnes M. Perdue
',~{:Z'eneral Manager
2502 Gravel Drive · Fort Worth, Texas 76118 · 817.595 0064 telephone · 817.589.7279 metro · 817.595.0708 fax