Common use of Paved Surface Clause in Contracts

Paved Surface. Defects and omissions as referenced in Division 1, Section 4, Sub section 49.0 of the Department's Standard Specification shall include construction related defects, on the pavement related to top down ravelling, cracking, premature stripping and/or potholing. In the event that defect(s) are observed on the pavement surface, within the Extended Warranty period, the Engineer will determine whether the defects are material/construction related. The Contractor shall repair at their own expense, all construction related defects as identified by the Engineer. Defects shall be cold planed to a full lane width and to the same depth of the surface course. Emulsified asphalt tack shall be applied to all joints and the underlying asphalt concrete. Asphalt concrete removed by cold planing shall be replaced with the equivalent type of asphalt concrete material according to the Department's Standard Specification, Division 4 Section 4 ‐ Asphalt Concrete Hot Mixed ‐ Hot Placed. The hot mix asphalt shall be compacted to 92.5% of the Maximum Theoretical Density (per ASTM D 3202) using both a rubber tired roller to obtain maximum compaction and a steel drum roller to obtain smoothness. Combination rollers are acceptable. The perimeter of the repaired area shall be sealed with a rubberized joint sealing material as specified in Division 4 Section 11.

Paved Surface. Defects and omissions as referenced in Division 1, Section 4, Sub section Subsection 49.0 of the Department's Standard Specification shall include construction related defects, on the pavement related to top down ravelling, cracking, premature stripping and/or potholing. In the event that defect(s) are observed on the pavement surface, within the Extended Warranty period, the Engineer will determine whether the defects are material/construction related. The Contractor shall repair at their own expense, all construction related defects as identified by the Engineer. Defects shall be cold planed to a full lane width and to the same depth of the surface course. Emulsified asphalt tack shall be applied to all joints and the underlying asphalt concrete. Asphalt concrete removed by cold planing shall be replaced with the equivalent type of asphalt concrete material according to the Department's Standard Specification, Division 4 Section 4 ‐ - Asphalt Concrete Hot Mixed ‐ - Hot Placed. The hot mix asphalt shall be compacted to 92.5% of the Maximum Theoretical Density (per ASTM D 3202) using both a rubber tired roller to obtain maximum compaction and a steel drum roller to obtain smoothness. Combination rollers are acceptable. The perimeter of the repaired area shall be sealed with a rubberized joint sealing material as specified in Division 4 Section 11.

Paved Surface. Defects and omissions as referenced in Division 1, Section 43, Sub section 49.0 39.0 of the Department's Standard Specification shall include construction related defects, on the pavement related to top down ravelling, cracking, premature stripping and/or potholing. In the event that defect(s) are observed on the pavement surface, within the Extended Warranty period, the Engineer will determine whether the defects are material/construction related. The Contractor shall repair at their own expense, all construction related defects as identified by the Engineer. Defects shall be cold planed to a full lane width and to the same depth of the surface course. Emulsified asphalt tack shall be applied to all joints and the underlying asphalt concrete. Asphalt concrete removed by cold planing shall be replaced with the equivalent type of asphalt concrete material according to the Department's Standard Specification, Division 4 Section 4 ‐ Superpave Asphalt Concrete Hot Mixed ‐ Hot PlacedEnd Product Specification (EPS). The hot mix asphalt shall be compacted to 92.5% of the Maximum Theoretical Density (per ASTM D 3202) using both a rubber tired roller to obtain maximum compaction and a steel drum roller to obtain smoothness. Combination rollers are acceptable. The perimeter of the repaired area shall be sealed with a rubberized joint sealing material as specified in Division 4 Section 11.

Paved Surface. Defects and omissions as referenced in Division 1, Section 4, Sub section 49.0 of the Department's Standard Specification shall include construction related defects, on the pavement related to top down ravelling, cracking, premature stripping and/or potholing. In the event that defect(s) are observed on the pavement surface, within the Extended Warranty period, the Engineer will determine whether the defects are material/construction related. The Contractor shall repair at their own expense, all construction related defects as identified by the Engineer. Defects shall be cold planed to a full lane width and to the same depth of the surface course. Emulsified asphalt tack shall be applied to all joints and the underlying asphalt concrete. Asphalt concrete removed by cold planing shall be replaced with the equivalent type of asphalt concrete material according to the Department's Standard Specification, Division 4 Section 4 ‐ - Asphalt Concrete Hot Mixed ‐ - Hot Placed. The hot mix asphalt shall be compacted to 92.5% of the Maximum Theoretical Density (per ASTM D 3202) using both a rubber tired roller to obtain maximum compaction and a steel drum roller to obtain smoothness. Combination rollers are acceptable. The perimeter of the repaired area shall be sealed with a rubberized joint sealing material as specified in Division 4 Section 11.