Rumble Strips
724.01 DESCRIPTION. Construct rumble strips in accordance with the
details shown in the plans and as directed.
724.02 MATERIALS. Vacant
724.03 CONSTRUCTION REQUIRE MENTS. Before the construction
of any rumble strips, demonstrate to the engineer that the equipment to be used can achieve a depression having well defined edges without snagging or tearing the finished pavement. Provide a relatively smooth cut and a smooth interio r finish with no more than 1/16 inch between peaks and valleys. Provide a uniform and consistent alignment of each cut in relation to the roadway throughout the project. Before opening the adjacent lane to traffic, ensure that all debris generated by a grinding process is removed and disposed of daily by vacuum or a method approved by the engineer. Do not use the debris generated by a grinding process in recycled asphalt. When rumble strips do not meet the requirements of the contract documents, restore any pavement to the satisfaction of the engineer at no additional cost to the Department.
724.04 MEASUREMENT. The quantity of Rumble Strips (Centerline or
Shoulder/Edge) to be paid for will be the plan quantity in miles, constructed and accepted. The plan quantity will be determined based on the roadway length. No deduction will be made for gaps. The quantity of Rumble Strips (Intersection) to be paid for will be the plan quantity per each set as shown on the plans constructed and accepted. The set would be three rumble clusters in one lane. Acceptance measurements will be performed by the Department on a random basis to ensure conformance.
724.05 PAYMENT. Payment for Rumble Strips (Centerline) and
Rumble Strips (Shoulder/Edge ) will be made at the contract unit prices per mile. Payment for Rumble Strips (Intersection) will be made at the contract unit price per each set as shown on the plans . Payment will be full Rumble Strips
724.01 DESCRIPTION. Construct rumble strips in accordance with the
details shown in the plans and as directed.
724.02 MATERIALS. Vacant
724.03 CONSTRUCTION REQUIRE MENTS. Before the construction
of any rumble strips, demonstrate to the engineer that the equipment to be used can achieve a depression having well defined edges without snagging or tearing the finished pavement. Provide a relatively smooth cut and a smooth interio r finish with no more than 1/16 inch between peaks and valleys. Provide a uniform and consistent alignment of each cut in relation to the roadway throughout the project. Before opening the adjacent lane to traffic, ensure that all debris generated by a grinding process is removed and disposed of daily by vacuum or a method approved by the engineer. Do not use the debris generated by a grinding process in recycled asphalt. When rumble strips do not meet the requirements of the contract documents, restore any pavement to the satisfaction of the engineer at no additional cost to the Department.
724.04 MEASUREMENT. The quantity of Rumble Strips (Centerline or
Shoulder/Edge) to be paid for will be the plan quantity in miles, constructed and accepted. The plan quantity will be determined based on the roadway length. No deduction will be made for gaps. The quantity of Rumble Strips (Intersection) to be paid for will be the plan quantity per each set as shown on the plans constructed and accepted. The set would be three rumble clusters in one lane. Acceptance measurements will be performed by the Department on a random basis to ensure conformance.
724.05 PAYMENT. Payment for Rumble Strips (Centerline) and
Rumble Strips (Shoulder/Edge ) will be made at the contract unit prices per mile. Payment for Rumble Strips (Intersection) will be made at the contract unit price per each set as shown on the plans . Payment will be full Rumble Strips
724.01 DESCRIPTION. Construct rumble strips in accordance with the
details shown in the plans and as directed.
724.02 MATERIALS. Vacant
724.03 CONSTRUCTION REQUIRE MENTS. Before the construction
of any rumble strips, demonstrate to the engineer that the equipment to be used can achieve a depression having well defined edges without snagging or tearing the finished pavement. Provide a relatively smooth cut and a smooth interio r finish with no more than 1/16 inch between peaks and valleys. Provide a uniform and consistent alignment of each cut in relation to the roadway throughout the project. Before opening the adjacent lane to traffic, ensure that all debris generated by a grinding process is removed and disposed of daily by vacuum or a method approved by the engineer. Do not use the debris generated by a grinding process in recycled asphalt. When rumble strips do not meet the requirements of the contract documents, restore any pavement to the satisfaction of the engineer at no additional cost to the Department.
724.04 MEASUREMENT. The quantity of Rumble Strips (Centerline or
Shoulder/Edge) to be paid for will be the plan quantity in miles, constructed and accepted. The plan quantity will be determined based on the roadway length. No deduction will be made for gaps. The quantity of Rumble Strips (Intersection) to be paid for will be the plan quantity per each set as shown on the plans constructed and accepted. The set would be three rumble clusters in one lane. Acceptance measurements will be performed by the Department on a random basis to ensure conformance.
724.05 PAYMENT. Payment for Rumble Strips (Centerline) and
Rumble Strips (Shoulder/Edge ) will be made at the contract unit prices per mile. Payment for Rumble Strips (Intersection) will be made at the contract unit price per each set as shown on the plans . Payment will be full Rumble Strips
724.01 DESCRIPTION. Construct rumble strips in accordance with the
details shown in the plans and as directed.
724.02 MATERIALS. Vacant
724.03 CONSTRUCTION REQUIRE MENTS. Before the construction
of any rumble strips, demonstrate to the engineer that the equipment to be used can achieve a depression having well defined edges without snagging or tearing the finished pavement. Provide a relatively smooth cut and a smooth interio r finish with no more than 1/16 inch between peaks and valleys. Provide a uniform and consistent alignment of each cut in relation to the roadway throughout the project. Before opening the adjacent lane to traffic, ensure that all debris generated by a grinding process is removed and disposed of daily by vacuum or a method approved by the engineer. Do not use the debris generated by a grinding process in recycled asphalt. When rumble strips do not meet the requirements of the contract documents, restore any pavement to the satisfaction of the engineer at no additional cost to the Department.
724.04 MEASUREMENT. The quantity of Rumble Strips (Centerline or
Shoulder/Edge) to be paid for will be the plan quantity in miles, constructed and accepted. The plan quantity will be determined based on the roadway length. No deduction will be made for gaps. The quantity of Rumble Strips (Intersection) to be paid for will be the plan quantity per each set as shown on the plans constructed and accepted. The set would be three rumble clusters in one lane. Acceptance measurements will be performed by the Department on a random basis to ensure conformance.
724.05 PAYMENT. Payment for Rumble Strips (Centerline) and
Rumble Strips (Shoulder/Edge ) will be made at the contract unit prices per mile. Payment for Rumble Strips (Intersection) will be made at the contract unit price per each set as shown on the plans . Payment will be full Rumble Strips
724.01 DESCRIPTION. Construct rumble strips in accordance with the
details shown in the plans and as directed.
724.02 MATERIALS. Vacant
724.03 CONSTRUCTION REQUIRE MENTS. Before the construction
of any rumble strips, demonstrate to the engineer that the equipment to be used can achieve a depression having well defined edges without snagging or tearing the finished pavement. Provide a relatively smooth cut and a smooth interio r finish with no more than 1/16 inch between peaks and valleys. Provide a uniform and consistent alignment of each cut in relation to the roadway throughout the project. Before opening the adjacent lane to traffic, ensure that all debris generated by a grinding process is removed and disposed of daily by vacuum or a method approved by the engineer. Do not use the debris generated by a grinding process in recycled asphalt. When rumble strips do not meet the requirements of the contract documents, restore any pavement to the satisfaction of the engineer at no additional cost to the Department.
724.04 MEASUREMENT. The quantity of Rumble Strips (Centerline or
Shoulder/Edge) to be paid for will be the plan quantity in miles, constructed and accepted. The plan quantity will be determined based on the roadway length. No deduction will be made for gaps. The quantity of Rumble Strips (Intersection) to be paid for will be the plan quantity per each set as shown on the plans constructed and accepted. The set would be three rumble clusters in one lane. Acceptance measurements will be performed by the Department on a random basis to ensure conformance.
724.05 PAYMENT. Payment for Rumble Strips (Centerline) and
Rumble Strips (Shoulder/Edge ) will be made at the contract unit prices per mile. Payment for Rumble Strips (Intersection) will be made at the contract unit price per each set as shown on the plans . Payment will be full compensation for all labor, materials, equipment, tools , and incidentals necessary to complete the work, including cleaning and preparing of surfaces, disposal of all debris, and protection of traffic. Payment will be made under: Item No. Pay Item Pay Unit 724-01 Rumble Strips (Centerline) Mile 724-02 Rumble Strips (Shoulder/Edge) Mile 724-03 Rumble Strips (Intersection) Each Section 725 Temporary Detour Roads
725.01 DESCRIPTION. Furnish construct, maintain, and subsequentl y
remove temporary detour roads . Plan details and specified materials for temporary detour roads indicate minimum requirements. Other approved designs and materials may be used at the option of the contractor.
725.02 MATERIALS. Materials for detour roads, except low profile
runarounds, shall comply with applicable sections of these specifications. Temporary culvert pipe shall be one of the types listed in Section 701 . Temporary fencing shall be of a type acceptable to the engineer. Temporary pavement markings shall comply with 1015.08 .
725.03 Construction Require Ments.
725.03.1 General : Perform all necessary additional clearing and
grubbing, and provide all necessary temporary fencing and culverts for detours. Place construction signs, warning devices, and pavement markings f or detours in accordance with Section 713 prior to opening to traffic. Maintain detours in a satisfactory condition.
725.03.2 Detour Roads : Furnish all embankment mater ial for
detours and compact embankments by approved methods to the satisfaction of the engineer. When embankment is placed against slopes of existing embankments, remove from such slopes all grass, weeds, trash, brush, and other objectionable material and construct slopes to form steps as directed. Perform base and wearing surface construction in accordance with applicable sections of these specifications. Place temporary pavement markings complying with Section 713 on detours surfaced with asphalt concrete or portland cement concrete. Place these markings before the detour is opened to traffic. Remove existing markings in tie-in areas. Include temporary pavement markings to make tie- ins to existing striping in the cost of these markings.
725.03.3 Low Profile Runaround : Surface low profile runaround
type detour roads with approved aggregate. Place aggregate surfacing to a minimum depth of 4 inches and a minimum width of 20 feet. Obtain the