Lam Lee Add-LR000406 SOIL MOI;:STURE - DENSITY TEST REPOi T
IN - PLACE TESTS BY NUCLEAR METHODS
Client Alice Lee c/oRealty Capital Corporation Work Order Number: 00.1600
Project 00-014 Lam Lee Report Number: 00-014.165
SPECIFICATIONS TEST DATA
Percent Compaction: 95% Date Tested: 4/6/00
Moisture Content(%) Technician: RB
MATERIAL REFERENCE CURVE DATA
Curve Test ............................ MAX DRy .'---OPTIMUM
No Method Material Description DENSITY (pcf) MOISTURE
I D698 Red Brown Sandy Clay 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 Moisture % of Max
No Elevation Curve (p_cf)_ ........ _(_%)_ Dry Density_
i 1st Lift Office Area Grade Beam West side 1 116.9 12.5 96
2 1st Lift Office Area Grade Beam South side 1 117.2 13.0 97
3 1st Lift Office Area Grade Beam East side i 116.5 11.7 96
4 2nd Lift Office Area Grade Beam West side 1 118.9 13.2 98
5 2nd Lift Office Area Grade Beam South side 1 115.9 14.1 96
6 2nd Lift Office Area Grade Beam East side i 116.2 12.7 96
-' ~ ...... 3-rd--Lif--~-'- offi-~e- Are---~---~-B-e-a-~ We-s-t-si-~ ............ i - 1i6.8 ..... 12.9
8 3rd Lift Office Area Grade Beam South side i 118.7 13.3 98
'-o~'- 3r~-'Liff --Of~ic(~ A~-e-a'-' ~-r'a-~e-~e-~rr~--Ea'st--s-i~-~-- i i 17.4 - 12.8 ' 97
NUCLEAR GUAGE ID: STD DENSITY COUNT: STD MOISTURE COUNT:
AN "R" AFTER THE TEST NUMBER INDI(~ATES RETEST.
* INDICATES FAILURE TO COMPJ. Y WITH PROJECT SPECIFICATIONS.
SOILTECH ENGINEERING AND TESTING, IN
James M. Perdue
General Manager
2502 Gravel Drive · Fort Worth, Texas 76118 · 817.595 0064 telephone · 817.589.7279 metro, 817.595.0708 fax