Lam Lee Add-LR000210 (2)SOIL MOISTURE - DENSITY TEST RL,."ORT
IN - PLACE TESTS BY NUCLEAR METHODS
CLIENT: Scott And Reed Contractors WORK DATE: 02-10-00
PROJECT: Lam Lee REPORT NO.: 00-014.114
No.: 00-1225
SPECIFICATIONS TEST DATA :
Percent Compaction: 95% Date Tested: 02-09-00
Moisture Content (%): Technician: R. Burtsell
MATER~[ 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
IN'PLACE TEST RESULTS
DENSITY AND MOISTURE TESTS ARE PER ASTM D2922, D30t7; RESPECTIVELY
DRY MOISTURE % OF MAX.
TEST LIFT OR LOCATION REF. DENSITY (%) DRY DENSITY
NO. ELEVATION CURVE (pcf)
1 2"d Lift i North east corner of building pad 1 116.7 12.6 96
2 2"d Lift North east corner of building pad - 20' south 1 119.4 11,8 99
3 2"" Lift North east corner of building pad - 20' west 1 116.9 13.7 96
4 2® Lift North side center of building pad - 20' east 1 118.9 12.7 98
5 2® Lift North side center of building pad I 119.3 11.0 98
6 2"d Lift North side center of building pad - 25' south 1 115.8 11.7 96
7 2"" Lift Center of building pad 1 118.5 12.1 98
8 2nd Lift West side center of building pad 1 118.7 11.9 98
~) 2"~ Lift West side center of building pad - 30' east I 115.8 12,6 96
10 2"u Lift West side center of building pad - 50' north 1 117,2 12.9 97
11 2n~ Lift West side center of building pad - 50' north - 50' east 1 118.4 11.8 98
12 2"~ Lift East side center of building pad 1 118.9 12.5 98
13 2n~ Lift East side center of building pad -50' west 1 116.2 12,4 96
14 2"u Lift East side center of building pad - 20' north - 50' east 1 119.8 11.1 99
15 2® Lift Center of building pad - 30' east 1 119.3 11.1 98
16 2nu Lift Center of building pad - 60' east 1 118.8 11.3 98
17 2® Lift North west corner of building pad 1 117.3 12.2 98
18 2n~ Lift North west corner of building pad -30' east 1 117.4 11.5 97
19 2na Lift North west corner of building pad -30' east - 30' south I 118,9 11.8 97
20 2® Lift Center of building pad - 30' north - 10' west 1 118.7 11.8 98
21 2"~ Lift Center of building pad - 25' north - 15 east 1 119.2 11.0 98
22 2~ Lift East side center of pad - 25' west 1 118.1 11.9 97
NUCLEAR GAUGE I.D.: 6161 STD. DENSITY COUNT: 2450 STD. MOISTURE COUNT: 118
AN "R" AFTER THE TEST NUMBER INDICATE RETEST,
INDICATES FAILURE TO COMPLY WITH PROJECT SPECIFICATIONS.
SOILTECH ENGINEEI:~NG AND TESTING, INC.
~terials Testing Manager