1997-07-18_REVISION - M1981302

• Permit No: M1981302
• IBM Index Class Name: Revision
• Doc Date: 7/18/1997
• Doc Name: GEOTECHNICAL INVESTIGATION LEVEE AT DEEPE FARM PIT BOULDER COLO
• Type & Sequence: TR6
• Media Type: D
• Archive: No

HYDROMETER ANALYSIS * SIEVE ANALYSIS
25 HP. 7 HP TIME READINGS US STANDARD SERIES CLEAR SQUARE OPENINGS
45 MIN.15 MN. 60 MIN.19 MIN. 4 MIN 1MIN. '200 '100 '50'40 30 '+6 'f0'8 '4 418' ]/A" I1/1' 0" 5"6' B"
100 0
90 10
BD 20
70 BO
O? 60 d0 i
a
d —
i 50 50
z
40 60
30 FOUNDATION SOILS 70
20 * WITH DISPERSIVE AGENT 80
10 90
0 *m
001 002 005 009 019 037 07d 149 297 590 1 +9 20 2 BB 4 76 052 w 1 06 1 762 127 200
042 52
DIAMETER OF PARTICLE IN MILLIMETERS
CLAY(PLASTIC)10 SILT(NON PLASTIC) SAND GRAVEL
FINE MEDIUM COARSE FINECOARSE CCBBLES
Sample of SAND, CLAYEY, SLIGHTLY GRAVELLY (50 GRAVEL—% SAND S_%
From TP-1 @ 7 TO 8 FEET sILT&CLAY .17 % LIQUID LIMIT-3-4- %
PLASTICITY INDEX I S %
HYDROMETER ANALYSIS * SIEVE ANALYSIS
25 HR 7 AR TIME READINGS U S.STANDARD SERIES CLEAR SQUARE OPENINGS
45 MN.15 MIN 60 MIN 19 MIN A MIN 1 MIN. '200 -100 '50'40'30 'M '10'8 'd 018" 3/4' IY+" 0' 5'6" B'
Too 0
90 10
80 20
7C 00
O z- 00 40 z
a
z50 50 c
k 40 60
6
00 FOUNDATION SOILS 70
20 * WITHOUT DISPERSIVE AGENT 80
10 00
0 100
.001 0D2 005 .009 .019 .007 .074 .149 297 590 119 202.38 476 952 191 061 762 127 200
0.42 152
DIAMETER OF PARTICLE IN MILLIMETERS
CLAY IPLASTIC)TO SILT(NON PLASTIC) SANG GRAVEL
FINEMEDIUM COARSE I FINE I COARSE I COBBLES
Sample of SAND. CLAYEY. SLIGHTLY GRAV Y (Sr) GRAVEL_% SAND 54—%
From TP-1 @ 7 TO 8 FEET SILT&CLAY 37 % UQUIDUMIT 34_%
IM PLASTICITY INDEX 15- %
I Gradation
JOB NO. 25,385 Test Results FIG. 9