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I 1 wedge shall have a vertical edge of <br /> g jointnotless than the maximum <br /> 2 aggregate size nor more than '/2 of the compacted lift thickness, and <br /> I3 then taper down on a slope not steeper than 4H:1V. Uniformly <br /> 4 compact the sloped portion of the HMA notched wedge joint. <br /> 5 <br /> I <br /> 6 On one-lane ramps a longitudinal joint may be constructed at the <br /> 7 center of the traffic lane, subject to approval by the Engineer, if: <br /> 8 <br /> I 9 1. The ramp must remain open to traffic, or <br /> 10 <br /> 11 2. The ramp is closed to traffic and a hot-lap joint is <br /> I 12 constructed. <br /> 13 <br /> 14 a. Two paving machines shall be used to construct the <br /> I 15 hot-lap joint. <br /> 16 <br /> 17 b. The pavement within 6 inches of the hot-lap joint will not <br /> I <br /> 18 be excluded from random location selection for <br /> 19 compaction testing. <br /> 20 <br /> 21 c. Construction equipment other than rollers shall not <br /> 1 22 operate on any uncompacted HMA. <br /> 23 <br /> 24 When HMA is placed adjacent to cement concrete pavement, <br /> I 25 construct longitudinal joints between the HMA and the cement <br /> 26 concrete pavement. Saw the joint to the dimensions shown on <br /> 27 Standard Plan A-40.10 and fill with joint sealant meeting the <br /> I 28 requirements of Section 9-04.2. <br /> 29 <br /> 30 5-04.3(12)B Bridge Paving Joint Seals <br /> I 31 5-04.3(12)61 HMA Sawcut and Seal <br /> 32 Prior to placing HMA on the bridge deck, establish sawcut alignment <br /> 33 points at both ends of the bridge paving joint sealsto be placed at the <br /> 34 bridge ends, and at interior joints within the bridge deck when and <br /> I35 where shown in the Plans. Establish the sawcut alignment points in a <br /> 36 manner that they remain functional for use in aligning the sawcut after <br /> 37 placing the HMA overlay. <br /> I 38 <br /> 39 Submit a Type 1 Working Drawing consisting of the sealant <br /> 40 manufacturer's application procedure. <br /> I 41 <br /> 42 Construct the bridge paving joint seal as specified in the Plans and in <br /> 43 accordance with the detail shown in the Standard Plans. Construct <br /> I 44 the sawcut in accordance with Section 5-05.3(8). Apply the sealant in <br /> 45 accordance with Section 5-05.3(8)B and the manufacturer's <br /> 46 application procedure. <br /> I 47 <br /> 48 5-04.3(12)62 Paved Panel Joint Seal <br /> 49 Construct the paved panel joint seal in accordance with the <br /> 50 requirements specified in Section 5-04.3(12)B1 and the following <br /> I 51 requirement: <br /> 52 <br /> I <br /> I AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK <br /> Revised: 8/1/16 <br />