Lam Lee Add-LR000513 SOIL MOISTURE - DENSITY TEST REPORT
IN - PLACE TESTS BY NUCLEAR METHODS '
Client Alice Lee c/oRealty Capital Corporation Work Order Number: 00-1776
Project 00-014 Lam Lee Report Number: 00-014.181
SPECIFICATIONS I TEST DATA
Percent Compaction: !95% Date Tested: 5/13/00
Moisture Content(%) : !Technician: RB
MATERIAL REFERENCE CURVE DATA
Curve Test MAX DRY I OPTIMUM
No Method Material Description DENSITY (pcf)~i MOISTURE
]. D698 Medium Brown Sandy Clay 94.31 24.71
2 D698 Dark Brown Sandy Clay 90.21 28.2
IN-PLACE TEST RESULTS
DENSITY AND MOISTURE TESTS ARE PER ASTM D2922, D3017, RESPECTIVELY
Test Lift or Location Ref Dry Density Moisture1% of Max
No Elevation i Curve (pcf) (%) ,IDry Density
1 Final South East corner drive I 90.3 25.1 ! 96
2 Final South East corner drive - 100' Nolrth 1 91.6 24.8 97
3 Final South East corner drive - 200' North 2 88.1 28.9 98
4 Final ;iSouth East corner drive - 300' North 2 86.2 29.2 96
5 Final INorth East corner drive 1 91.2 25.0 97
6 Final North East corner drive -100' West 1 90.8 25.2 96
7 Final North East corner drive - 200' West 2 86.9 29.1 96
8 Final North East corner drive - 300' West 2 86.7 29.3 96
9 Final North East corner drive - 400' West I 91.5 25.0 97
10 Final .Loading dock South West corner 2 88.2 29.6 98
11 Final Loading dock Center South side 2 87.1 26.2 97
12 Final Loading dock South East corner 2 86.5 27.1 96
NUCLEAR GUAGE ID: 6161 STD DENSITY COUNT: ; I STD MOISTURE COUNT:
AN "R' AFTER THE TEST NUMBER INDICATES RETEST.
* INDICATES FAILURE TO COMPLY WITH PROJECT SPECIFICATIONS.
$OIL~I'ECH ENI~I_B!.EERI~ AND.~TESTING, IN
~,Jarr~es M. Perdue
t~ie'nera I Manager ~
2502 Gravel Drive · Fort Worth, Texas 76118 · 817.595 0064 telephone · 817.589.7279 metro o 817.595.0708 fax