1400 SEINER DR 2018-01-01 MF Import

PORT OF EVERETT W MARINE VIEW DR IMPROVEMENTS 5-04.3(18) Vacant CIP NO. 3-0-003-09 PROJECTNO. PD-WM-20006-01 504.3(19J Sealing olPavement Surtaces Where shown in the Plans, the Contractor shall apply a fog seal. Before application of the fog seal ail surfaces shall be thoroughly cleaned of dust, soil, pavement grndings, and other foreign matter. The tog seal shall be CSS-1 or CSS-1h uniformly applied to the pavement free of streaks and bare spots at the rate 0.03 to 0.05 residual gallons per square yard. The emulsified asphalt shall be diluted at a 2te of one part water to one part emulsified asphalt unless othenvise directed by the Engineer. The emulsified asphalt shall be applied within the temperature range specified in Section 5•02.3(3). Unless othenvise approved by the Project Engineer, the fog seal shall bc appiied prior to opening to traffic. 5-04.3(10) Anti•ShippingAdditive When directed by the Engineer, an anti•stripping additive shall be added to the HMA material in accordance with Section 9-02.4. 5-04.3(21) Asphalt Binder Revisfon When the Contracting Agency provides a source of aggregate, the expected percentage content of new asphalt binder in the resw5ng HMA will be identified in the contract documents. Should the actual percentage of new asphalt binder required by the job mix fortnula for HMA produced with Agency-provided a99regate vary by more than plus or minus 0.3 percent from the amount shown in the documents, an adjusUnent in payment will be made. The adjustrnent in payment (plus or minus) will be based on the invoice cost to the Contractor. No adjustrnent will be made when the Contractor elects not to use a Contracting Agency-provided source, or when no source is made available by the Contracting Agency.(Added lor PG 6inders] Page 26 of 50