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Edgewater Creek Bridge Replacement November 2023 115 5-04.3(11)E Rejection - An Entire Sublot 1 An entire sublot that is suspected of being defective may be rejected. When a sublot is 2 rejected a minimum of two additional random samples from this sublot will be obtained. 3 These additional samples and the original sublot will be evaluated as an independent lot 4 in accordance with Section 1-06.2(2). 5 6 5-04.3(11)F Rejection - A Lot in Progress 7 The Contractor shall shut down operations and shall not resume HMA placement until 8 such time as the Engineer is satisfied that material conforming to the Specifications can 9 be produced: 10 11 1. When the Composite Pay Factor (CPF) of a lot in progress drops below 1.00 and 12 the Contractor is taking no corrective action, or 13 2. When the Pay Factor (PF) for any constituent of a lot in progress drops below 14 0.95 and the Contractor is taking no corrective action, or 15 3. When either the PFi for any constituent or the CPF of a lot in progress is less 16 than 0.75. 17 18 5-04.3(11)G Rejection - An Entire Lot (Mixture or Compaction) 19 An entire lot with a CPF of less than 0.75 will be rejected. 20 21 5-04.3(12) Joints 22 23 5-04.3(12)A HMA Joints 24 25 5-04.3(12)A1 Transverse Joints 26 The Contractor shall conduct operations such that the placing of the top or wearing 27 course is a continuous operation or as close to continuous as possible. Unscheduled 28 transverse joints will be allowed and the roller may pass over the unprotected end of the 29 freshly laid mixture only when the placement of the course must be discontinued for such 30 a length of time that the mixture will cool below compaction temperature. When the Work 31 is resumed, the previously compacted mixture shall be cut back to produce a slightly 32 beveled edge for the full thickness of the course. 33 34 A temporary wedge of HMA constructed on a 20H:1V shall be constructed where a 35 transverse joint as a result of paving or planing is open to traffic. The HMA in the 36 temporary wedge shall be separated from the permanent HMA by strips of heavy 37 wrapping paper or other methods approved by the Engineer. The wrapping paper shall 38 be removed and the joint trimmed to a slightly beveled edge for the full thickness of the 39 course prior to resumption of paving. 40 41 The material that is cut away shall be wasted and new mix shall be laid against the cut. 42 Rollers or tamping irons shall be used to seal the joint. 43 44 5-04.3(12)A2 Longitudinal Joints 45