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

i , � 1 The prime coat shall be applied over the full length of the project, and HMA 2 shall not be placed until the prime coat has cured for 5 days unless otherwise 1 3 approved by the Engineer. 4 5 Should any holes, breaks, or irregularities develop in the roadway surface after i 6 the prime coat has been applied, they shall be patched with HMA, as described 7 in Section 5-04.3(5)A, in advance of placing the HMA. The Contractor shall ! 8 maintain the completed prime coat by blading or brooming with equipment and � 9 procedures approved by the Engineer, until the HMA pavement is placed. 10 ' 11 After the maintenance, patching or repair work has been completed and 12 immediately prior to placing the HMA, the surface of the prime coat shall be � 13 swept ciean oi all dirt, dust, or other foreinn matter. � 14 15 When the prime coat application is not sNecified in the Special Provisions or � 16 shown in the Plans, the Contractor shali prepare the untreated roadway as 17 described above and shall omit the prime coat treatment. The HMA shall be 18 constructed on the prepared subgrade. I 19 20 In areas used as r��rnouts or which will re�eive heavy service, the Engineer 21 may order a change in the grade to provide a greater depth of pavement. � 22 23 The Contractor shall prepare untreated shoulders and traffic islands by blading 24 and compacting to provide a sound base for paving and shall omit the prime I 25 coat treatment. The HMA shall be constructed on the prepared subgrade. 26 27 If the Contractor protects the completed untreated sur(acing materials to the 28 degree that the suriace meets the requirements of Section 5-02.3(2)A at the I29 time of construction of the prime coat or the construction of the pavement i(the 30 prime coat is not required, the Contractor will not be required to perform lhe 31 work specified in Section 5-02.3(2)A but shall be compensated for the item of i 32 work preparation of untreated roadway. � 33 34 5-04.3(5)C Crack Sealing I 35 When the proposat includes a pay item for crack sealing, all cracks and joints � 36 Y,-inch and greater in width shall be cleaned with a stiff-bristled broom and 37 compr�ssed air and then shall be filled completely with sand slurry. � 38 39 The sand slurry shall consist of approxima?ely 20 percent CSS-1 emulsified 40 asphalt, approximately 2 percent Portland cement, water (if required), and the 41 remainder clean U.S. No. 4-0 paving sand. The components shall be � 42 thoroughly mixed and then poured into the cracks and joints until full. The 43 foliowing day, any cracks or joints that are not completely filled shall be topped � 44 oft with additional sand slurry. After the sand slurry is placed, the filler shall be 45 otruck off flush with the existing pavement surface and allowed to cure. The , 46 HMA overlay shall not be placed until the slurry has fully cured. The 47 requirements oi 1-06 wili not apply to the Portland cement and paving sand , 48 used in thc Sand Slurry. 48 � Port of Everctl FAWAT•03-039 Sateilitc RaillBarge Transfer Faciliry Flnal Port Revlew Drafl i Phase 1:Pfer Construction 53 15 March 2005