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pp TABLE 355 - 1 Concrete Pavement Threshold Values and Remedial Work Type of Distress Threshold Values Remedial Work 4 Four areas in any Lane Mile Full depth slab replacement exceeding 1 inch in width and for a minimum of 6 feet in Spalling in the wheel path exceeding 6 inches in length OR length and the full width of any single area exceeding 3 inches the slab in accordance with in width . Section 353 . Four areas in any Lane Mile Full depth slab replacement exceeding 1 1 /2 inches in width for a minimum of 6 feet in Spalling outside the wheel path and 12 inches in length OR any length and the full width of single area exceeding 3 inches in the slab in accordance with width and 12 inches in len h . Section 353 . Full depth slab replacement Four Cracks in any Lane Mile for a minimum of 6 feet in 1 /8 inch OR Cracking with width exceeding length and the full width of any Crack exceeding 3 / 16 inch . the slab in accordance with Section 353 . Crackingpatterns that divide the Full slab replacement in Shattered Slab slab into three or more segments accordance with Section 353 . SECTION 355 -5 (Pages 370 and 371 ) is deleted and the following substituted : 355-5 Remedial Work.. Perform all necessary remedial work described in this Section at no cost to the Department . Should an impasse develop in any regard as to the need for remedial work or the extent required, the Statewide Disputes Review Board will render a final decision by majority vote . Remedial work will not be required if any one of the following conditions is found to apply : a. Determination that the pavement thickness design as provided by the Department is deficient. The Department will make available a copy of the original pavement thickness design package and design traffic report to the Contractor upon request . The Contractor will be responsible for performing all remedial work associated with the pavement distress if the pavement design is provided by the Contractor. b . Determination that the Accumulated ESALs (Number of 18 Kip Equivalent Single Axle Loads in the design lane) have increased by 25 % or more than the Accumulated ESALs used by the Department for design purposes for the warranty period for the pavement design life . In calculating ESALs , the Average Annual Daily Traffic (AADT) will be obtained from the Department ' s traffic count data and the T24 (Percent Heavy Trucks during a 24 hour period) will be obtained from the Department ' s traffic classification survey data . c . Determination that the deficiency was due to the failure of the existing underlying layers that were not part of the Contract work. - 131 - FPID ( S) : 423186 - 1 - 58 - 01