RUMBLE STRIP 413.03 greater than 3/16 in in a 10 ft [5 mm in a 3 m] section. Make corrections as appr oved by the Construction Engineer. Make passes to remove irregularities and to profile the surface to the depth and cross slope shown on the Plans. Prevent traffic hazards. At the end of the daily milling operation, ensure that milled surface is smooth. Immediately apply fog seal to the milled areas, in accordance with Section 407, "Fog Seal and Tack Coat," unless overlaying the milled area with bituminous material on the same day. Dispose of removed materials in accordance w ith Subsection 104.09, “Removal and Disposal of Salvaged Materials, Structures, and Obstructions.”
412.05 Method of Measuremen T — Vacant
412.06 Basis of Payment
The Department will pay for each pay item at the contract unit price per the specified pay unit as follows: Pay Item: Pay Unit: COLD MILLING PAVEMENT Square Yard [Square Meter] The Department will pay for fog seal in accordance with Section 407, “Fog Seal and Tack Coat.”
413.01 Description
This work consists of constructing noise -generating rumble strips in the asphalt or portland cement concrete (PCC) pavement on driving lanes or the roadway shoulders. Rumble strips categ ories are defined as follows: Method HMA -CON. Continuous rumble strips cut in ASPHALT shoulders. Method HMA -CYC. A cyclic pattern of rumble strips cut in ASPHALT shoulders. Method PCC -CYC. A cyclic pattern of rumble strips cut in PCC shoulders. Method P CC-CON. Continuous rumble strips cut in PCC shoulders.
413.02 Materials — Vacant
413.03 Equipment
Provide a machine that produces incised grooves to the specified pattern and dimensional tolerances shown on the Plans.
414.02 Portland Cement Concrete Pavement
413.04 Construction Methods
Machine -cut or rout the rumble strips after completing the pavement surface. Produce rumble strips with the spacing, length, depth, and rumble section shown on the Plans. Use a single pass of a multi -cutter machine or multiple passes of a single -cutter machine to construct the grooves. Remove millings and debris before opening the roadway surface to traffic. Apply fog seal to the rumble strips cut in ASPHALT pavement in accordance with Section 407, “Fog Seal and Tack Coat.”
413.05 Method of Measurement — Vacant
413.06 Basis of Payment
The Department will pay for each pay item at the contract unit price per the specified pay unit as follows: Pay Item: Pay Unit:
A.RUMBLE STRIP -METHOD HMA -CON Linear Foot [Meter]
B.RUMBLE STRIP -METHOD HMA -CYC Linear Foot [Meter]
C.RUMBLE STRIP -METHOD PCC -CYC Linear Foot [Meter]
D.RUMBLE STRIP -METHOD PCC -CON Linear Foot [Meter] Include the cost of the fog seal on rumble strips in hot mix asphalt pavement in the contract unit price for Rumble Strip Method HMA -CON or Rumble Strip Method HMA -CYC. SECTION 414 PORTLAND CEMENT CONCRETE PAVEMENT
414.01 Description
This work consists of constructing the following types of portland cement concrete (PCC) pavement on a prepared base: Plain jointed (doweled or undoweled), Continuously reinforced, Bonded overlay (over existing PCC or asphalt pavements), and Unbonded overlay (over existing PCC or asphalt pavements).
414.02 Materials
Provide materials in accordance with the following sections and subsections: Materials: Section or Subsection: Portland Cement Concrete 701
Source: Oklahoma Standard Specifications for Highway Construction, 2019 Edition. Pages 269–269 of 935.