CATEGORY 100 PRELIMINARY SECTION 105 — AGGREGATE FOR MAINTENANCE OF TRAFFIC
105.01 Description
Place aggregate material for the maintenance of traffic.
105.02 Materials
Crusher Run Aggregate CR-6 Bank Run Gravel Subbase Graded Aggregate Base 901.01 901.01 901.01
105.03 Construction
Refer to 501.03.
105.04 Measurement and Payment
Crusher Run Aggregate CR-6 for Maintenance of Traffic, Bank Run Gravel Subbase for Maintenance of Traffic, and Graded Aggregate Base for Maintenance of Traffic will be measured and paid for at the Contract unit price per ton. The payment will be full compensation for all aggregate, hauling, placing, compacting, removal, rehandling, reworking, disposal, and for all material, labor, equipment, tools, and incidentals necessary to complete the work. When aggregate is part of any base or pavement course used for the construction and maintenance of temporary detours, approaches, crossings, and widenings, the item of work will be measured and paid for as specified in Section 501. Refer to 501.04.03, which states that the materials manipulation or addition of chemical additives will not be measured but the cost will be incidental to the Contract unit price for Bank Run Gravel Base Course item. Aggregate for maintenance of traffic when used for temporary and permanent patching at pipe culverts and utilities will not be measured but the cost will be incidental to the Contact unit price for Pipe Culvert or Utility item. 2025 STANDARD SPECIFICATIONS FOR CONSTRUCTION AND MATERIALS 106 — ASPHALT MIXES FOR MAINTENANCE OF TRAFFIC for Pipe Culvert or Utility item. 2025 STANDARD SPECIFICATIONS FOR CONSTRUCTION AND MATERIALS CATEGORY 100 PRELIMINARY SECTION 106 — ASPHALT MIXES FOR MAINTENANCE OF TRAFFIC
106.01 Description
Place asphalt mix for maintenance of traffic.
106.02 Materials
Tack Coat (Rapid Setting) 904.03 Asphalt mix 904.04 Crack Filler 911.01 & 911.01.01 Production Plant Section 915
106.03 Construction
Refer to 504.03.
106.04 Measurement and Payment
Asphalt Mixes for Maintenance of Traffic will be measured and paid for at the Contract unit price per ton. The payment will be full compensation for all tack coat, crack filler, hauling, placing, compacting, maintaining, removal, rehandling, reworking, disposal, and for all material, labor, equipment, tools, and incidentals necessary to complete the work. When an asphalt mix is part of any base or pavement course used for the construction and maintenance of temporary detours, approaches, crossings, and widenings, the item of work will be measured and paid for as specified in Section 504. For payment of temporary tie-ins, refer to 504.04. Removal will be measured and paid for as specified in 206.04.02. Asphalt mixes for maintenance of traffic when used for temporary and permanent patching at pipe culverts and utilities will not be measured but the cost will be incidental to the Contract unit price