Common use of Longitudinal Joints Clause in Contracts

Longitudinal Joints. Defects and omissions as referenced in Division 1, Section 4, Subsection 49.0 of the Department's Standard Specification shall include construction related defects, at or adjacent to the longitudinal joint, such as ravelling, segregation, de‐ bonding, pot holing or cracking. In the event that defect(s) are observed at or near the longitudinal joint, within the Extended Warranty period, the Engineer will determine whether the defects are construction related. The Contractor shall repair at their own expense, all construction related defects as identified by the Engineer. Cracks up to 20mm wide shall be filled and sealed (no routing is required) in accordance with Division 4, Section 11 ‐ Crack Filling and Crack Sealing (EPWS) of the Department's Standard Specification. Defects that cannot be repaired by crack filling and sealing shall be cold planed to a width of approximately 600mm 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.

Longitudinal Joints. Defects and omissions as referenced in Division 1, Section 4, Subsection 49.0 of the Department's Standard Specification shall include construction related defects, at or adjacent to the longitudinal joint, such as ravelling, segregation, de‐ de-bonding, pot holing or cracking. In the event that defect(s) are observed at or near the longitudinal joint, within the Extended Warranty period, the Engineer will determine whether the defects are construction related. The Contractor shall repair at their own expense, all construction related defects as identified by the Engineer. Cracks up to 20mm wide shall be filled and sealed (no routing is required) in accordance with Division 4, Section 11 ‐ - Crack Filling and Crack Sealing (EPWS) of the Department's Standard Specification. Defects that cannot be repaired by crack filling and sealing shall be cold planed to a width of approximately 600mm 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.

Longitudinal Joints. Defects and omissions as referenced in Division 1, Section 43, Subsection 49.0 39.0 of the Department's Standard Specification shall include construction related defects, at or adjacent to the longitudinal joint, such as ravelling, segregation, de‐ bondingde‐bonding, pot holing or cracking. In the event that defect(s) are observed at or near the longitudinal joint, within the Extended Warranty period, the Engineer will determine whether the defects are construction related. The Contractor shall repair at their own expense, all construction related defects as identified by the Engineer. Cracks up to 20mm wide shall be filled and sealed (no routing is required) in accordance with Division 4, Section 11 ‐ Crack Filling and Crack Sealing (EPWS) of the Department's Standard Specification. Defects that cannot be repaired by crack filling and sealing shall be cold planed to a width of approximately 600mm 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.

Longitudinal Joints. Defects and omissions as referenced in Division 1, Section 4, Subsection 49.0 of the Department's Standard Specification shall include construction related defects, at or adjacent to the longitudinal joint, such as ravelling, segregation, de‐ de- bonding, pot holing or cracking. In the event that defect(s) are observed at or near the longitudinal joint, within the Extended Warranty period, the Engineer will determine whether the defects are construction related. The Contractor shall repair at their own expense, all construction related defects as identified by the Engineer. Cracks up to 20mm wide shall be filled and sealed (no routing is required) in accordance with Division 4, Section 11 ‐ - Crack Filling and Crack Sealing (EPWS) of the Department's Standard Specification. Defects that cannot be repaired by crack filling and sealing shall be cold planed to a width of approximately 600mm 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.