29.06.2014 Views

City of Frisco Engineering Standards

City of Frisco Engineering Standards

City of Frisco Engineering Standards

SHOW MORE
SHOW LESS

You also want an ePaper? Increase the reach of your titles

YUMPU automatically turns print PDFs into web optimized ePapers that Google loves.

SECTION 321314<br />

ROLLING<br />

PART 1 - GENERAL<br />

1.01 DESCRIPTION<br />

A. All material, labor, equipment, tools and superintendence necessary for Rolling in accordance<br />

with Public Works Construction <strong>Standards</strong>, NCTCOG, 4 th Edition, Item 301.1.2.<br />

1.02 REFERENCES<br />

A. Public Works Construction <strong>Standards</strong>, NCTCOG, 4 th Edition, Item 301.1.2<br />

PART 2 - PRODUCTS<br />

2.01 MATERIALS<br />

A. TAMPING ROLLER<br />

1. Tamping rollers shall consist <strong>of</strong> two (2) metal rollers, drums or shells <strong>of</strong> not less than<br />

forty inches (40") in diameter, each not less than forty-two inches (42") in length and unit<br />

mounted in a rigid frame in such a manner that each roller may oscillate independently <strong>of</strong><br />

another. Each roller, drum or shell shall be surmounted by metal studs with tamping feet<br />

projecting not less than seven inches (7") from the surface and spaced not less than six<br />

inches (6") nor more than 10 inches (10") measured diagonally center to center; and the<br />

cross-sectional area <strong>of</strong> each tamping foot measured perpendicular to the axis <strong>of</strong> the stud,<br />

shall be not less than five square inches (5") nor more than eight square inches (8"). The<br />

roller shall be <strong>of</strong> the type that by ballast loading, the load on each tamping foot may be<br />

varied uniformly from 125 p.s.i. <strong>of</strong> cross-sectional area. The load per tamping foot will<br />

be determined by dividing the total weight <strong>of</strong> the roller by the number <strong>of</strong> tamping feet in<br />

one row parallel to or approximately parallel to the axis <strong>of</strong> the roller.<br />

2. The tamping roller shall be drawn by approved equipment <strong>of</strong> adequate tractive effort.<br />

Power equipment used in embankment construction shall be the crawler type tractor.<br />

Two (2) tamping rollers conforming to the above requirements, drawn by approved<br />

equipment, shall be considered a roller unit.<br />

B. TIRE ROLLER<br />

1. Tire rollers shall consist <strong>of</strong> not less than nine (9) pneumatic-tired wheels, running on<br />

axles in such a manner that the rear group <strong>of</strong> tires will not follow in the tracks <strong>of</strong> the<br />

forward group <strong>of</strong> wheels, and mounted in a rigid frame, and shall be <strong>of</strong> a type suitable for<br />

ballast loading. The distance between the front and rear axles shall be not less than five<br />

feet (5') no more than 10 feet (10').<br />

2. The front axle shall be attached to the frame in such a manner that the roller may be<br />

turned in a minimum circle. The pneumatic tire roller shall have an effective rolling<br />

width <strong>of</strong> approximately sixty inches (60"), and shall be ballast loaded so that the load<br />

may be varied uniformly from not less than 100 p.s.i. <strong>of</strong> width <strong>of</strong> tire tread to 325 pounds<br />

per inch <strong>of</strong> tire tread. The roller, under working conditions, shall provide a uniform<br />

compression under all wheels. The total combined width <strong>of</strong> effective tire tread shall be<br />

not less than eighty-five percent (85%) <strong>of</strong> the effective rolling width. The pneumatic tire<br />

<strong>City</strong> <strong>of</strong> <strong>Frisco</strong> May 2012<br />

Standard Technical Specification Rolling 321314-1

Hooray! Your file is uploaded and ready to be published.

Saved successfully!

Ooh no, something went wrong!