Lam Lee Add-LR000211 SOIL MO~oTURE - DENSITY TEST REPORT
IN - PLACE TESTS BY NUCLEAR METHODS
Client: Scott & Reed Contractor Work Order Numbe 00-1251
Project 00-014 Lam Lee Report Numbe 00.014.120
SPECIFICATIONS i TEST DATA
Percent Compaction: 95% !Date Tested: 2/11100
~Moisture Content(%) iTechnician: RB
MATERIAL REFERENCE CURVE DATA
Curve Test ! MAX DRY ; OPTIMUM
No Method Material Description i DENSlTY (pcf) MOISTURE
1 D698 Reddish Brown ! 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!Moisturel % of Max
No Elevation ~Curve (pcf) (%) I Dry Density l
I 2nd Lift Office area - 15' west - 15' north i i 118.1 11.0 i 97
2 2nd Lift Office area - South side center · 10' north
3 2nd Lift Office area - West side center
4 2nd Lift Office area - Center i 115.9 14.1 96
6 2nd Lift North west corner of building pad · 75' east i 118.0 ! 11.0 97
NUCLEAR GUAGE ID: i STD DENSITY COUNT: , STD MOISTURE COUNT:
SOIL TECH ENGINEERING AND TESTING, INC.
James M. Perdue
Materials Testing
2502 Gravel Drive · Fort Worth, Texas 76118 ° 817.595 0064 telephone · 817.589.7279 metro · 817.595.0708 fax