401.13.4 When a Lot of asphalt pavement is determined to be statistically non -conforming
in accordance with Criteria ‘B’ of Section 401.7.4, the Division will review the plans and project records to determine if there is an acceptable explanation for this deficiency. If it is determined that a def iciency does exist, one of the following adjustments may be used. If the deficiency is less than ¾ inch, the Division may choose to accept the material at a price equal to the bid price times the ratio of the average thickness divided by the specified thi ckness. If the deficiency is ¾ inch or greater, the Division may require that an additional lift of material [specified to the nearest ¼ inch of the deficiency] be placed at the Contractor’s expense. Retesting of the overlay will be at the expense of the Contractor in accordance with MP 109.00.20.
401.14 Pay Items :
ITEM DESCRIPTION UNIT 401001 -* “design method” Asphalt Base Course, “aggregate type”, Type “mix type” Ton 401002 -* “design method” Asphalt Wearing Course, “aggregate type”, Type “mix type” Ton 401003 -* “design method” Asphalt Patching And Leveling Course, “aggregate type Ton 401007 -* “design method” Asphalt Scratch Course, “aggregate type”, Type ‘mixed type” Ton 401017 -* Asphalt Pothole Repair, Type Ton * Sequence number “design method” shall be either Marshall or Superpave “aggregate type” shall be either stone and gravel or slag “mix type” from Table 401.4.2A or 401.4.2B