_GENERAL DOCUMENTS - C1981017 ‎(226)‎

• Permit No: C1981017
• IBM Index Class Name: GENERAL DOCUMENTS
• Doc Name: Bid Documents ‎(IMP)‎
• Permit Index Doc Type: General Correspondence
• Media Type: D
• Archive: No

VI
HYDROMETER ANALYSIS SIEVE ANALYSIS
25 HR 7 HR TIME READINGS U S STANDARD SERIES CLEAR SQUARE OPENINGS
45 MIN 15 MIN 60 MIN 19 MIN 4 MIN 1 MIN '200 .100 '50'40'30 '16 '10-8 -4 3/8" 3/4' 1 Y:" 3" 5"6' 8'
100 0
90 10
80 20
70 30
L7 0
_Z 60 40 Z
a
Z 50 50
40 60
a
30 70
20 80
10 90
0 100
001 002 005 009 019 037 074 149 297 590 1 19 20238 4 76 952 191 36 1 762 127 200
042 152
DIAMETER OF PARTICLE IN MILLIMETERS
CLAY(PLASTIC)TO SILT(NON-PLASTIC) SAND GRAVEL
FINE MEDIUM COARSE FINE I COARSE I COBBLES
Sample of GRAVEL, CLAYEY, SANr1Y (r') GRAVEL 50 % SAND 18 %
From #1 MINE SILT&CLAY 32 % LIQUIDLIMIT 25 %
PLASTICITY INDEX 9 %
HYDROMETER ANALYSIS SIEVE ANALYSIS
25 HR 7 HR TIME READINGS US STANDARD SERIES CLEAR SQUARE OPENINGS
45 MIN 15 MIN 60 MIN 19 MIN 4 MIN 1 MIN '200 '100 '50'40'30 '16 '10'8 -4 3/8" 3/4" 1'/x" 3" 5" 8"
100 0
90 10
80 20
70 30
O o
VN} 60 40
a Q
z 50 50 c
40 60
a
30 70
20 B0
10 90
0 100
001 002 005 009 019 037 074 149 297 590 1 19 20 238 476 952 191 361 76 2 127 200
042 152
DIAMETER OF PARTICLE IN MILLIMETERS
CLAY(PLASTIC)TO SILT(NON-PLASTIC) SAND GRAVEL
FWE MEDIUM I COARSE I FINE___T COARSE I COBBLES
Sampleof GRAVEL, VERY SANDY, SILTY (GM) GRAVEL 43 % SAND 43%
From #3 MINE SILT&CLAY 14
% LIQUID LIMIT 33
PLASTICITY INDEX NP%
Gradation
JOB NO. 21 .006 Test Results FIG. 1