1500 1ST ST RAIL BARGE FACILITY 2018-01-01 MF Import

i i � � 1 Before closing a ramp, advance wamin signs shall be placed and signs 2 shall also be placed marking the detour or altemate route. Ramps shall r 3 not be closed on consecutive interchanges at the same time. � 4 5 During paving operations, temporarv pavement markings shall be � 6 maintained throughrut the projecL Temporary pavement markings shall be 7 installed on the roadway prior to opening to traffic. Temporary pavement 8 markings shall be in accordance with Section 8-23. � � 10 All costs in ccnnection witii perfortning the work in accordance with these 11 requirements, except the cost of temporary pavement markings, shall be 12 included in the unit contract prices for the various bid items involved in the ( 13 contract. a 14 15 5-04.3(!8) Vacant � 16 17 5-04.3(19) Sealing of Pavement Surfaces 18 Where shown in the Plans, the Contractor shall apply a fog seal. Before I 19 application of the fog seal all surfaces shall be thoroughly cieaned of dust, soil, � 20 pavement grindings, and other foreign matter. The fog seal shall be CSS-1 or 21 CSS-1h uniformly applied to the pavement free of streaks and bare spots at the f 22 rate 0.03 to 0.05 residual gallons per square yard. The emulsified asphalt shall � 23 be diluted at a rate of one part water to one part emulsified asphalt unless 24 otherwise directed by the Engineer. The emulsi(ied asphalt shall be applied r 25 within the temperature range specified in Section 5-02.3(3). Un!ess othervvise ! 26 approved by the Project Engineer, the (og seai shall be applied prior to opening � 27 to traffic. 28 I 29 5-04.3(20) Anti-Stripping Additive 30 When directed by the Engineer, an anti-stripping additive shall be added to the � 31 HMA material in accordance with Section 9-02.4. i, 32 33 5•04.3(21) Asphalt Binder Revision 34 When !he Contracting Agency providas a source of aggregate, the expected �� 35 percentage content of new asphalt binder in the resulting HMA will be identified 36 in the contract documents. 37 I 38 Should the actual percentage of new asphalt binder required by the job mix 39 formula for HMA produced with Agency-provided aggregate vary by more than 40 plus or minus 0.3 percent from the amount shown in the documents, an � 41 adjustment in payment wili be made. ?he adjustment in payment (plus or 42 minus) will be based on the invoice cost to the Contractor. No adjustment will 43 be made when ihe Contractor elects not to use a Contracting Agency-provided 44 source, or when no source is made available by the Contracting Agency.(Added 45 for PG bindersJ 46 47 5-04.4 Measurement � 48 HMA CI. PG or HMA for CI. PG or Commercial HMA will be I - - 49 measured by the t�n in accordance with Section 1-09.2, with no deduction being i \� Port af Everett FAWAT-03-039 Satellite RaillBarge Transfer Facility Final Port Revlew DraR � Phase i:Pier Construction 69 15 March 2005