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

' , { 1 deiective in relative density. Such isolated malerial will not include an original 2 sample location. A minimum ot 5 randomly located density tests will be taken. � 3 The isolated area will then be evaluated for price adjustment in accordance 4 with the statistical evaluation section, considering it as a separate lot. 5 ` 6 5-04.3(11) Joinfs I 7 The Contractor shall conduct operations such that the placing of the top or 8 wearing course is a continuous operation or as close to continuous as possible. I 9 Unscheduled transverse joints will be allowed and the roller may pass over the 10 unprotected end of the freshly laid HMA only when the placement of the course 11 must be discontinued for such a length of time that the HMA will cool below 12 compaction temperature. When the work is resumed, the previously I 13 compacted HMA shall be cut back to produce a slightly beveled edge for the full 14 thickness of the course. 15 f 16 Where a scheduled transverse joint or when an unscheduled joint that must be I 17 left in place after a workshift is being made in the wearing course, strips of 18 heavy wrapping paper shall be used. The wrapping paper shall be removed l 19 and the joinl trimmed to a slightly beveled edge for the full thickness of the � 20 course prior fo resumption of paving. When the transverse joint will be open to 21 traHic a temporary wedge of HMA shall be constructed 50H:1 V or ilatter. � 22 23 The material thal is cut away shall be wasted and new HMA shall be laid 24 against the fresh cut. Rollers or tamping irons shall be used to seal the joint. � 25 26 The longitudinal joint in any one course shall be offset from the course 27 immediately be!ow by not rnore than 6 inches nor less than 2 inches. All 28 longitudinal joints constructed in the wearing course shall be located at a lane f29 line or an edge line of the traveled way. Except, on one-lane ramps a 30 longitudinal joint may be constructed at the center of the traffic lane, subject to 31 approval by the Projeci Engineer, if: � 32 ' 33 1. The ramp mu;:t remain open to tra`fi:., or 34 2. The ramp is cluseu t� iia�c a�;d a m;l-lapjoint is constructed. 35 36 If a hol-lap joint is allowed, two paving machines sliall be used; a minimum 37 compacted density in accordance with Section 5-04.3(10)B shall be achieved 38 throughout the tra�c lane; and construction eq�ipment other than rollers shall 39 not operate on any uncompacted HMA. 40 � 41 When HMA is placed adjacent to cemenl concrete pavement, the Contractor 42 shall construct longitudinal joints between the HMA and the cement concrete 43 pavement. The joint shall be sawed to the dimensions shown on Standard Plan I 44 A-1 and filled with joint sealant meeting the requirements of Section 9-04.2. 45 46 5-04.3(12) Vacant 47 i48 5-04.3(13) Surface Smoothness 49 The completed surface o( all courses shall be of uniform texture, smooth, 50 uniform as to crown and grade, and frse from defects of all kinds. The i Port of Everett FAWATA3�039 Satellite RaillBarge Transfer Facility Final Pon Rev�ew Drak �, Phase 1:Pier Construction 66 55 Maroh 2005