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NASJRB WILLOW GROVE CT0 007 4 2960074<br />

bituminous material by m<strong>ea</strong>ns of the bituminous distributor, within the<br />

li,mits,of temperature specified herei an at a rate of not less than<br />

gp.05 e--gallon<br />

nor more than 0.15. -f-----f-gallon of diluted<br />

emu1 s ion per square yard. Apply th. Pf bituminous material so that uni<strong>for</strong>m<br />

distribution is obtained over the entire surface to be tr<strong>ea</strong>ted. Tr<strong>ea</strong>t<br />

lightly coated ar<strong>ea</strong>s and spots missed by the distributor with the<br />

bituminous material. Following the application of bituminous material,<br />

allow the surface to cure without being disturbed <strong>for</strong> period of time<br />

necessary to permit setting of the tack coat. Apply the bituminous tack<br />

coat only as far in advance of the placing of the overlying layer as<br />

required <strong>for</strong> that day's operation. Maintain and protect the tr<strong>ea</strong>ted<br />

surface from damage until the succeeding course of pavement is placed.<br />

3.2.1 Application Temperature <strong>for</strong> Emulsified Asphalt<br />

Between 75 and 130 degrees F.<br />

Furnish samples of bi&ft&nou~aterials <strong>for</strong> testing. Test in accordance<br />

with ASTM D 1.40. --"--_ _ .--- ,._, -.-.,<br />

3.3.2 Bituminous Material Tests<br />

""------l<br />

- "._<br />

Per<strong>for</strong>m spot test <strong>for</strong> asphalt in accordance with AASHTO-T<br />

. -._<br />

3.4 TRAFFIC CONTROLS<br />

Keep traffic off surfaces freshly tr<strong>ea</strong>ted with bituminous material. Provide<br />

sufficient warning signs and barricades so that traffic will not travel<br />

over freshly tr<strong>ea</strong>ted surfaces.<br />

-- End of Section --<br />

SECTION 02744 Page 3

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