Lam Lee Add-LR000525 (2) SOIL MOISTURE - DENSITY TEST REPORT
IN - PLACE TESTS BY NUCLEAR METHODS
Client Alice Lee c/oRealty Capital Corporation Work Order Number: 00-1868
Project 00-014 Lam Lee Report Number: 00-0:[4.202
; SPECIFICATIONS I TEST DATA
r Date
~percent compaction: 95% Tested: 5/25/00
!Moisture Content(%) iTechnician: RB
MATERIAL REFERENCE CURVE DATA
iCurve Test MAX DRY
~ No Method Material Description DENSITY (pcf) MOISTURE
1 D698 iReddish Brown Clay with gravel - (Select Fill) 121.2! lo.41
IN-PLACE TEST RESULTS
DENSITY AND MOISTURE TESTS ARE PER ASTM D2922, D3017, RESPECTIVELY
Test Lift or Location [ Ref Dry Density Moisture % of Max
NO Elevation Curve' (pct') (%) Dry Densi~,
1 1st Lift South side Leave Outs - lilt Panels , 1 118.2 13.8 98
2 1st Lift South side Leave Outs - Center I 1 118.8 14.1 ~ 98
3 1st Lift [South side Leave Outs 100' east of center ; 1 120.1 12.2 99
4 1st Lift iS°utheast[ corner Leave Outs - Tilt Panels I 1 121.2 , 12.0 ~ 100
5 1st Lift 1East side Leave Outs - 100' north of S.E. corner ~ 1 119.8 i 12.4 99
6 1st Lift East side Leave Outs- Tilt Panels Center i, 1 120.9 ! 13.7 99
7 1st Lift East side Leave Outs - Tilt Panels 100' N from ct 1 119.1 12.8 99
NUCLEAR GUAGE ID: ' STD DENSITY COUNT: STD MOISTURE COUNT:
AN "R' AFTER THE TEST NUMBER INDICATES RETEST.
* INDICATES FAILURE TO COMPLY WITH PROJECT SPECIFICATIONS,
2502 Gravel Drive · Fort Worth, Texas 76118 · 817,595 0064 telephone · 817.589.7279 metro · 817,595.0708 fax