Colacurcio Brothers, Inc. 2/26/2025

CITY OF EVERETT SPECIAL PROVISIONS Everett Mall Bus Platform SPECIAL PROVISIONS December 2024 WO No – MALLSTN/24462 SP-viii 5-04.3(3)C Pavers ................................................................................................... 121 5-04.3(3)D Material Transfer Device or Material Transfer Vehicle ........................... 121 5-04.3(3)E Rollers ................................................................................................... 122 5-04.3(4) Preparation of Existing Paved Surfaces .......................................................... 122 5-04.3(4)A Crack Sealing ........................................................................................ 123 5-04.3(4)A1 General ............................................................................................ 123 5-04.3(4)A2 Crack Sealing Areas Prior to Paving ................................................ 124 5-04.3(4)A3 Crack Sealing Areas Not to be Paved .............................................. 124 5-04.3(4)B Vacant ................................................................................................... 124 5-04.3(4)C Vacant ................................................................................................... 124 5-04.3(6) Mixing ............................................................................................................. 124 5-04.3(7) Spreading and Finishing ................................................................................. 125 5-04.3(8) Aggregate Acceptance Prior to Incorporation in HMA ..................................... 125 5-04.3(9) HMA Mixture Acceptance ............................................................................... 125 5-04.3(9)A HMA Tolerances and Adjustments ........................................................ 126 5-04.3(9)C Mixture Acceptance – Nonstatistical Evaluation ..................................... 127 5-04.3(9)C1 Mixture Nonstatistical Evaluation – Lots and Sublots ....................... 127 5-04.3(9)C2 Mixture Nonstatistical Evaluation Sampling ...................................... 127 5-04.3(9)C3 Mixture Nonstatistical Evaluation – Acceptance Testing .................. 127 5-04.3(10) HMA Compaction Acceptance ........................................................................ 128 5-04.3(10)A Test Results .......................................................................................... 128 5-04.3(10)B HMA Compaction – General Compaction Requirements ....................... 129 5-04.3(10)C HMA Compaction – Cyclic Density ........................................................ 129 5-04.3(10)D Vacant ................................................................................................... 129 5-04.3(10)E HMA Compaction – Test Point Evaluation ............................................. 129 5-04.3(10)E HMA Nonstatistical Compaction ............................................................ 129 5-04.3(10)E1 HMA Nonstatistical Compaction – Lots and Sublots ........................ 129 5-04.3(10)E2 HMA Compaction Nonstatistical Evaluation – Acceptance Testing .. 130 5-04.3(10)E3 HMA Nonstatistical Compaction – Price Adjustments ...................... 130 5-04.3(11) Reject Work .................................................................................................... 130 5-04.3(11)A Reject Work General ............................................................................. 130 5-04.3(11)B Rejection by Contractor ......................................................................... 130 5-04.3(11)C Rejection Without Testing (Mixture or Compaction) ............................... 131 5-04.3(11)D Rejection - A Partial Sublot .................................................................... 131 5-04.3(11)E Rejection - An Entire Sublot ................................................................... 131 5-04.3(11)F Rejection - A Lot in Progress ................................................................. 131 5-04.3(11)G Rejection - An Entire Lot (Mixture or Compaction) ................................. 131 5-04.3(12) Joints .............................................................................................................. 132 5-04.3(12)A HMA Joints ............................................................................................ 132 5-04.3(12)A1 Transverse Joints ............................................................................ 132 5-04.3(12)A2 Longitudinal Joints ........................................................................... 132 5-04.3(12)B Bridge Paving Joint Seals ...................................................................... 132 5-04.3(12)B1 HMA Sawcut and Seal ..................................................................... 132 5-04.3(12)B2 Paved Panel Joint Seal .................................................................... 132 5-04.3(13) Surface Smoothness ...................................................................................... 133 5-04.3(14) Planing (Milling) Bituminous Pavement ........................................................... 133 5-04.3(14)A Pre-Planing Metal Detection Check ....................................................... 134 5-04.3(14)B Paving and Planing Under Traffic .......................................................... 134 5-04.3(14)B1 General ............................................................................................ 134 5-04.3(14)B2 Submittals – Planing Plan and HMA Paving Plan ............................. 135 5-04.3(14)B3 Pre-Paving and Pre-Planing Briefing ................................................ 136 5-04.3(15) Sealing Pavement Surfaces ........................................................................... 137