181-26 Exhibit A- Final Specifications_compressed.pdf

A A 𝑃𝐴𝐸 = − −37.75347 × log 𝑒 (𝑇) + 194.87 −37.75347 × log 𝑒 (𝐼𝑅𝐼) + 194.87 M PD A = 1267.2 + 9 150 P = Bid price of last lift of the pavement structure to be evaluated or price listed in table 401.03.07-7B, whichever is higher, per Ton D1 = Design thickness of last lift to be evaluated, Inch M = Bid price of Milling, per Square Yard T = Target IRI 1. For various design thicknesses of last lift to be evaluated within a segment, calculate the thickness using the following equation: D1 N1 + D2 N2 + ⋯ DN NN Design thickness of last lift to be evaluated (D) = N1 + N2 + N3 + ⋯ NN Where: DN = Design thickness of the last lift to be evaluated of N sections having same mix, Inch NN = Number of lots of N section with design thickness DN of last lift to be evaluated 2. Positive pay adjustment will be used to offset negative pay adjustment. Total pay adjustment for each lane will not be greater than zero, but may result in a negative pay adjustment. THE FOLLOWING IS ADDED: Table 401.03.07-7A Exclusions for Resurfacing or Reconstruction Roadway Lane Number Exclusions Lane designation is by increasing numbers from left to right in the direction of traffic with left lane being Lane 1. Table 401.03.07-7B Minimum Value of P Surface Course Mix P Hot Mix Asphalt (Dense Graded) with PG 64-22 binder $60.00 Hot Mix Asphalt (Dense Graded) with PG 64E-22 binder

P Hot Mix Asphalt (Dense Graded) with PG 64-22 binder $60.00 Hot Mix Asphalt (Dense Graded) with PG 64E-22 binder $70.00 Stone Matrix Asphalt, High Performance Thin Overlay, Ultra-Thin Friction $80.00 Course, Open Graded or Gap Graded Mixes not specified in this table Bridge Deck Waterproof Surface Course $250.00 Table 401.03.07-8 Target IRI for Resurfacing or Reconstruction (T)3 Number of Operation for other than New New Construction Construction or Reconstruction5 Current average Roadway Type or IRI (C) Four or Reconstruction One4 Two4 Three4 More4 Target IRI (T) ≤ 60 50 50 50 50 61 to ≤95 53 50 50 50 NHS & NJDOT 96 to ≤170 55 53 50 50 Freeways or Limited 50 Access Highways 171 to≤200 55 53 50 201 to ≤285 0.64C7 58 55 50 >2868 60

201 to ≤285 0.64C7 58 55 50 >2868 60 58 53 HELEN AVE., LAWRENCE AVE., FLORENCE PL., AND LOWELL AVE., IMPROVEMENTS PROJECT Page 47 of 76