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100<br />

US SIEVE OPENING IN INCHES US SIEVE NUMBERS<br />

HYDROMETER<br />

1.5 3/4 3/8 4 10 16 30 40 100 200<br />

90<br />

80<br />

70<br />

%<br />

F<br />

I<br />

N<br />

E<br />

R<br />

60<br />

50<br />

40<br />

by<br />

W<br />

E<br />

I<br />

G<br />

H<br />

T<br />

30<br />

20<br />

10<br />

0<br />

1000<br />

100<br />

10<br />

1<br />

0.1<br />

0.01<br />

0.001<br />

GRAIN SIZE (mm)<br />

GRAVEL SAND<br />

COBBLES COARSE FINE CRS MED FINE SILT OR CLAY<br />

Specimen I.D. Description USCS AASHTO Group Index LL PI PL<br />

P1 @ 0-5 FEET Sandy Lean Clay<br />

CL A-7-6 15 46 28 18<br />

P2 @ 0-5 FEET Sandy Lean Clay<br />

CL A-7-6 12 42 25 17<br />

P3 @ 0-5 FEET Sandy Fat Clay<br />

CH A-7-6 27 57 36 21<br />

P4 @ 0-5 FEET Sandy Lean Clay<br />

CL A-7-6 9 47 24 23<br />

Specimen I.D. D100 D60 D30 D10 Cc Cu %Gravel %Sand %Silt&Clay<br />

P1 @ 0-5 FEET 19.00 8 30 62<br />

P2 @ 0-5 FEET 2.00 0 39 61<br />

P3 @ 0-5 FEET 4.75 0 25 75<br />

P4 @ 0-5 FEET 19.00 0.14 12 36 52<br />

Bridgestone - Lakewood, CO<br />

GRADATION CURVES<br />

JOB NO.<br />

FIGURE NO.<br />

532281<br />

A-1

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