This work includes removing portions of existing asphaltic concrete pavement, removing base and subgrade as shown on the plans or as directed by the Engineer, and sawing joints in the existing asphaltic concrete pavement.
411.1.01 Definitions
General Provisions 101 through 150.
411.1.02 Related References
A. Standard Specifications Section 205—Roadway Excavation Section 444—Sawed Joints in Existing Portland Cement Concrete Pavements B. Related Documents General Provisions 101 through 150.
411.1.03 Submittals
General Provisions 101 through 150.
411.2 Materials
General Provisions 101 through 150.
411.2.01 Delivery, Storage, and Handling
General Provisions 101 through 150.
411.3 Construction Requirements
411.3.01 Personnel
General Provisions 101 through 150.
411.3.02 Equipment
General Provisions 101 through 150.
411.3.03 Preparation
General Provisions 101 through 150.
411.3.04 Fabrication
General Provisions 101 through 150.
411.3.05 Construction
A. Saw Joints Saw joints as follows: 1. Saw joints true to the lines shown on the plans or as directed by the Engineer. 2. Saw joints the full depth of the existing asphaltic concrete unless otherwise shown on the plans or directed by the Engineer. 3. Leave a neat, vertical face for the full depth of the retained portion. The Engineer may approve sawing less than full depth if the Contractor demonstrates that the requirements can be met. B. Remove Pavement After sawing the joints, begin removing the isolated pavement. Use removal methods that will not damage the pavement edges that will remain in place or impede the proposed construction. Pavement, base, or subgrade removed becomes the Contractor’s property unless otherwise specified in the Contract. C. Protect Remaining Edges After removing the pavement, protect the pavement edges that will remain in place. 1. Do not allow traffic or equipment to cross the remaining edges. 2. Repair or restore the damaged edges to the Engineer’s satisfaction at no additional cost to the Department.
411.3.06 Quality Acceptance
General Provisions 101 through 150.
411.3.07 Contractor Warranty and Maintenance
General Provisions 101 through 150.
411.4 Measurement
This work will not be measured separately for payment.
411.4.01 Limits
General Provisions 101 through 150.
411.5 Payment
No separate payment will be made for the work described in this section. When Item 205 is included in the proposal as a Pay Item, payment for this work is included in payment for unclassified excavation by the cubic yard (meter) as described in Subsection 205.4, Measurement. Otherwise, payment is included in the overall price bid for other Contract Items. Payment is full compensation for providing labor and equipment, sawing, removing and disposing, and providing other incidentals to accomplish the work described in this specification. Sawing Portland cement concrete overlaid with asphaltic concrete will be measured and paid for according to Section 444.
411.5.01 Adjustments
General Provisions 101 through 150.
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