_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

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 -4 318" 3/4' 1'/2' 3' 5'6' 8'
100 0
90
10
80 20
70 30
O
Z 6040
Z
a
Z 50 50 c
40 60
n
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 COARSE I COBBLES
Sample of GRAVEL. SANDY, CLAYEY (GP) GRAVEL 60 % SAND 29%
From #'4 MINE SILT&CLAY 11
k LIQUID LIMIT 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'/�" 3' 5' 8'
100 0
90
10
80 20
70 30
c9
Z 60 0
40so
z
a Q
w 50 c
Z
40 60
a
30
70
20 80
10
90
0 100
001 002 005 009 019 037 074 149 297 590 1 19 20 238 4 76 952 19 1 361 762 127 200
042 152
DIAMETER OF PARTICLE IN MILLIMETERS
CLAY(PLASTIC)TO SILT(NON-PLASTIC) SAND GRAVEL
FINEI MEDIUM COARSE FINE COARSE I COBBLES
Sample of GRAVEL. CLAYEY, SANDY (GC) GRAVEL 50 % SAND 23%
From #5 MINE SILT&CLAY 27 % LIQUID LIMIT 29%
PLASTICITY INDEX 1 1%
Gradation
JOB NO. 21 ,006 Test Results FIG. 2