Lam Lee Add-LR000210 SOIL MOISTURE - DENSITY TEST RI:.~,I~ORT
IN - PLACE TESTS BY NUCLEAR METHODS
CLIENT: Scott And Reed Contractors WORK DATE: 02-10-00
PROJECT: Lam Lee REPORT NO.: 00-014.117
No.: 00-1237
SPECIFICATIONS :. : : TEsT DATA
Percent Compaction: 95% Date Tested: 02-10-00
Moisture Content (%): Technician: R. Burtsell
: MATER~L REFERENCE CURVE DATA
CURVE TEST MATERIAL DESCRIPTION MAX. DRY OPTIMUM
NO. METHOD DENSITY (pcf) MOISTURE (%)
1 D698 Red Brown Sandy Clay with gravel 121.2 10.4
tN!P~CE TEST RESULTS :
DENSITY AND MOISTURE TESTS ARE PER ASTM D2922, D3017, RESPECTIVELY :
DRY MOISTURE % OF MAX.
TEST LIFT OR LOCATION REF. DENSITY (%) DRY DENSITY
NO. ELEVATION CURVE (pcf)
1 2nu Lift South east comer of building pad 1 115.2 14.1 95
2 2"d Lift South east corner of building pad -15' north 1 118.3 13.2 98
3 2nd Lift South east corner of building pad -15' north - 15' west I 120.7 13.2 100
4 2nd Lift South east corner of building pad -50' west 1 115.1 12.1 95
5 2"~ Lift South east corner of office area 1 116.2 13.4 96
6 2"d Lift South east corner of office area - 50' north 1 116.7 14.7 96
7 2nd Lift South east corner of office area - 50' north - 20' west 1 118.3 11.0 98
8 2"~ Lift South west corner of office area 1 121.9 12.6 100
9 2r~ Lift South west corner of office area - 40' north 1 120.4 12.5 99
10 2"d Lift , South west corner of office area - 40' north - 50' east 1 115.8 11.4 96
11 2nd Lift Center of building pad -100' south - 100' west 1 118.4 11.2 98
12 2"~ Lift Center of building pad -100' south 1 118.2 12.1 98
13 2"~ Lift East side center of pad - 50' south 1 119.4 12.0 99
14 2"d Lift East side center of pad 1 116.8 12.9 96
15 2"~ Lift East side center of pad - 100' W 1 117.0 12.6 97
16 2"d Lift Center of building pad 1 116.4 14.9 96
17 2"d Lift Center of building pad - 100' west I 116.2 14.1 96
18 2"~ Lift West side center of pad 1 115.6 13.4 95
19 1 st Lift West side center of pad - 20' north 1 117.2 12.2 97
20 l't Lift West side center of building pad - 20' south I 115.3 12.2 95
NUCLEAR GAUGE I.D.: 6161 STD. DENSITY COUNT: 246i STD. MOISTURE COUNT: 469
AN "R" AFTER THE TEST NUMBER INDICATE RETEST.
INDICATES FAILURE TO COMt3LY WITH PROJECT SPECIFICATIONS.
SOILITECH ENC--~I~EERI~(~ AND,TESTING, INC. ''
~.ja~ M Perdue
'M~terials Testing Manager
2502 Gravel Drive · Fort Worth, Texas 76118 · 817.595 0064 telephone · 817.589.7279 metro · 817.595.0708 fax