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I.P.S. Pressure/Irrigation (P.I.P) Installation Guide - JM Eagle

I.P.S. Pressure/Irrigation (P.I.P) Installation Guide - JM Eagle

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Table A1.1 continued<br />

Percentage Passing<br />

Sieve Sizes<br />

Atterberg Limits Coefficients<br />

Class Type<br />

Soil Symbol<br />

Group<br />

Description<br />

ASTM D2487<br />

1.5 in<br />

(40 mm)<br />

No.4<br />

(4.75 mm)<br />

No.200<br />

(.075 mm)<br />

LL PL<br />

Uniformity<br />

Cu<br />

Curvature<br />

Cc<br />

III<br />

Coarse-<br />

Grained Soils<br />

w/ Fines<br />

GM<br />

Silty gravels,<br />

gravel-sand-silt<br />

mixtures<br />

100%<br />

> 50% of<br />

coarse fraction<br />

> 12% to <<br />

50%<br />

< 4 or < ”A” Line<br />

GC<br />

Clayey gravels,<br />

gravel-sand-clay<br />

mixtures<br />

< 7 and > ”A” Line<br />

SM<br />

Silty sands,<br />

sand-silt mixtures<br />

> 50% of<br />

coarse fraction<br />

> 4 or < ”A” Line<br />

SC<br />

Clayey sands,<br />

sand-silt mixtures<br />

> 7 and > “A” Line<br />

IV-A<br />

Fine-Grained<br />

Soils:<br />

Inorganic<br />

ML<br />

Inorganic silts<br />

and very fine<br />

sands, rock flour,<br />

silty or clayey fine<br />

sands, silts with<br />

slight plasticity<br />

100% 100% > 50% < 50 < 4 or < “A” Line<br />

CL<br />

Inorganic clays<br />

of low to medium<br />

plasticity, gravely<br />

clays, sandy<br />

clays, silty clays,<br />

lean clays<br />

> 7 and > “A” Line<br />

Based on tables found in the Uni-Bell ® PVC Pipe Association, “Handbook of PVC Pipe Design and Construction”.<br />

IRRIGATION & I.P.S. PRESSURE INSTALLATION GUIDE<br />

47

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