Pavement Patching Clause Samples
The Pavement Patching clause outlines the requirements and procedures for repairing or replacing sections of pavement that have been removed or damaged during construction activities. It typically specifies the materials to be used, the standards for workmanship, and the methods for restoring the pavement to its original condition or better. For example, after utility installation beneath a roadway, the contractor must patch the affected area using approved asphalt or concrete and ensure proper compaction and surface finish. This clause ensures that any disruptions to existing pavement are properly addressed, maintaining the safety, durability, and appearance of the roadway.
Pavement Patching. Delete the last sentence of the first paragraph beginning with “During periods of winter shutdown…”.
Pavement Patching. Paving shall not proceed until deficient base material areas and utility trenches have been corrected and are ready to receive paving. Paving shall not be applied until the Engineer inspects and approves the finished base.
Pavement Patching. Pavement Patching is to include milling and disposal of defective roadway material, placing and compacting of new patch material and will be measured by the square yard basis at a four inch (4”) depth. New hot mix material used in the Pavement Patching will be measured by the ton. Delivery of the new hot mix material will be paid for under the applicable Hauling of Hot Mix Material pay item.
Pavement Patching. For failed Pavement - If the need should arise, and ONLY AT THE DIRECTION OF THE SUPERINTENDENT, to patch a section of the existing pavement that has “failed” the following shall apply: The total depth requirement for patching flexible pavement, as described in the Standard Specification Section 304.04, is hereby amended to be SIX (6) inches. The material under the patch is expected to be in a compacted condition in accordance with said Specification 304.04.