Granular Material
723.01 DESCRIPTION. Furnish and place granular material in
accordance with these specifications and in conformity with the lines, grades, and typical sections shown on the plans or as directed.
723.02 MATERIALS. Granular material shall comply with 1003.09 .
723.03 CONSTRUCTION REQUIRE MENTS. Place, properly shape,
and uniformly compact granular materials by approved methods to a minimum o f 95 percent of maximum dry density. Maximum dry density will be determ ined in accordance with DOTD TR 415 or TR 418 and in- place density will be determ ined in accordance with DOTD TR 401. Do not displace granular materials during subsequent operations.
723.04 DIMENSIONAL TOLERANC ES. When specifying net section
measurement, the thickness and width of completed granular material courses will be checked for accept ance in accordance with DOTD TR 602. Correct areas with thickness and width deficiencies in excess of the following tolerances to plan dimensions by furnishing, placing, shaping and compacting additional materials as required at no direct pay.
723.04.1 Thickness : Under thickness shall not exceed 3/4 inch.
Over thickness will be at no additional cost to the Department.
723.04.2 Width : Under width shall not exceed 6 inches. Over width
will be at no additional cost to the Department.
723.05 Measurement.
723.05.1 Net Section : The net section quantities of granular
material for payment will be the design volumes as specified in th e plans and adjustments thereto. Design quantities are based on the horizontal dimensions and the compacted thickness of the granular material shown on the plans. Design quantities will be adjusted if the engineer makes changes to adjust to field conditi ons, if plan errors are proven, or if design changes are necessary. Granular Material
723.01 DESCRIPTION. Furnish and place granular material in
accordance with these specifications and in conformity with the lines, grades, and typical sections shown on the plans or as directed.
723.02 MATERIALS. Granular material shall comply with 1003.09 .
723.03 CONSTRUCTION REQUIRE MENTS. Place, properly shape,
and uniformly compact granular materials by approved methods to a minimum o f 95 percent of maximum dry density. Maximum dry density will be determ ined in accordance with DOTD TR 415 or TR 418 and in- place density will be determ ined in accordance with DOTD TR 401. Do not displace granular materials during subsequent operations.
723.04 DIMENSIONAL TOLERANC ES. When specifying net section
measurement, the thickness and width of completed granular material courses will be checked for accept ance in accordance with DOTD TR 602. Correct areas with thickness and width deficiencies in excess of the following tolerances to plan dimensions by furnishing, placing, shaping and compacting additional materials as required at no direct pay.
723.04.1 Thickness : Under thickness shall not exceed 3/4 inch.
Over thickness will be at no additional cost to the Department.
723.04.2 Width : Under width shall not exceed 6 inches. Over width
will be at no additional cost to the Department.
723.05 Measurement.
723.05.1 Net Section : The net section quantities of granular
material for payment will be the design volumes as specified in th e plans and adjustments thereto. Design quantities are based on the horizontal dimensions and the compacted thickness of the granular material shown on the plans. Design quantities will be adjusted if the engineer makes changes to adjust to field conditi ons, if plan errors are proven, or if design changes are necessary. Granular Material
723.01 DESCRIPTION. Furnish and place granular material in
accordance with these specifications and in conformity with the lines, grades, and typical sections shown on the plans or as directed.
723.02 MATERIALS. Granular material shall comply with 1003.09 .
723.03 CONSTRUCTION REQUIRE MENTS. Place, properly shape,
and uniformly compact granular materials by approved methods to a minimum o f 95 percent of maximum dry density. Maximum dry density will be determ ined in accordance with DOTD TR 415 or TR 418 and in- place density will be determ ined in accordance with DOTD TR 401. Do not displace granular materials during subsequent operations.
723.04 DIMENSIONAL TOLERANC ES. When specifying net section
measurement, the thickness and width of completed granular material courses will be checked for accept ance in accordance with DOTD TR 602. Correct areas with thickness and width deficiencies in excess of the following tolerances to plan dimensions by furnishing, placing, shaping and compacting additional materials as required at no direct pay.
723.04.1 Thickness : Under thickness shall not exceed 3/4 inch.
Over thickness will be at no additional cost to the Department.
723.04.2 Width : Under width shall not exceed 6 inches. Over width
will be at no additional cost to the Department.
723.05 Measurement.
723.05.1 Net Section : The net section quantities of granular
material for payment will be the design volumes as specified in th e plans and adjustments thereto. Design quantities are based on the horizontal dimensions and the compacted thickness of the granular material shown on the plans. Design quantities will be adjusted if the engineer makes changes to adjust to field conditi ons, if plan errors are proven, or if design changes are necessary. Granular Material
723.01 DESCRIPTION. Furnish and place granular material in
accordance with these specifications and in conformity with the lines, grades, and typical sections shown on the plans or as directed.
723.02 MATERIALS. Granular material shall comply with 1003.09 .
723.03 CONSTRUCTION REQUIRE MENTS. Place, properly shape,
and uniformly compact granular materials by approved methods to a minimum o f 95 percent of maximum dry density. Maximum dry density will be determ ined in accordance with DOTD TR 415 or TR 418 and in- place density will be determ ined in accordance with DOTD TR 401. Do not displace granular materials during subsequent operations.
723.04 DIMENSIONAL TOLERANC ES. When specifying net section
measurement, the thickness and width of completed granular material courses will be checked for accept ance in accordance with DOTD TR 602. Correct areas with thickness and width deficiencies in excess of the following tolerances to plan dimensions by furnishing, placing, shaping and compacting additional materials as required at no direct pay.
723.04.1 Thickness : Under thickness shall not exceed 3/4 inch.
Over thickness will be at no additional cost to the Department.
723.04.2 Width : Under width shall not exceed 6 inches. Over width
will be at no additional cost to the Department.
723.05 Measurement.
723.05.1 Net Section : The net section quantities of granular
material for payment will be the design volumes as specified in th e plans and adjustments thereto. Design quantities are based on the horizontal dimensions and the compacted thickness of the granular material shown on the plans. Design quantities will be adjusted if the engineer makes changes to adjust to field conditi ons, if plan errors are proven, or if design changes are necessary. Granular Material
723.01 DESCRIPTION. Furnish and place granular material in
accordance with these specifications and in conformity with the lines, grades, and typical sections shown on the plans or as directed.
723.02 MATERIALS. Granular material shall comply with 1003.09 .
723.03 CONSTRUCTION REQUIRE MENTS. Place, properly shape,
and uniformly compact granular materials by approved methods to a minimum o f 95 percent of maximum dry density. Maximum dry density will be determ ined in accordance with DOTD TR 415 or TR 418 and in- place density will be determ ined in accordance with DOTD TR 401. Do not displace granular materials during subsequent operations.
723.04 DIMENSIONAL TOLERANC ES. When specifying net section
measurement, the thickness and width of completed granular material courses will be checked for accept ance in accordance with DOTD TR 602. Correct areas with thickness and width deficiencies in excess of the following tolerances to plan dimensions by furnishing, placing, shaping and compacting additional materials as required at no direct pay.
723.04.1 Thickness : Under thickness shall not exceed 3/4 inch.
Over thickness will be at no additional cost to the Department.
723.04.2 Width : Under width shall not exceed 6 inches. Over width
will be at no additional cost to the Department.
723.05 Measurement.
723.05.1 Net Section : The net section quantities of granular
material for payment will be the design volumes as specified in th e plans and adjustments thereto. Design quantities are based on the horizontal dimensions and the compacted thickness of the granular material shown on the plans. Design quantities will be adjusted if the engineer makes changes to adjust to field conditi ons, if plan errors are proven, or if design changes are necessary. Granular Material
723.01 DESCRIPTION. Furnish and place granular material in
accordance with these specifications and in conformity with the lines, grades, and typical sections shown on the plans or as directed.
723.02 MATERIALS. Granular material shall comply with 1003.09 .
723.03 CONSTRUCTION REQUIRE MENTS. Place, properly shape,
and uniformly compact granular materials by approved methods to a minimum o f 95 percent of maximum dry density. Maximum dry density will be determ ined in accordance with DOTD TR 415 or TR 418 and in- place density will be determ ined in accordance with DOTD TR 401. Do not displace granular materials during subsequent operations.
723.04 DIMENSIONAL TOLERANC ES. When specifying net section
measurement, the thickness and width of completed granular material courses will be checked for accept ance in accordance with DOTD TR 602. Correct areas with thickness and width deficiencies in excess of the following tolerances to plan dimensions by furnishing, placing, shaping and compacting additional materials as required at no direct pay.
723.04.1 Thickness : Under thickness shall not exceed 3/4 inch.
Over thickness will be at no additional cost to the Department.
723.04.2 Width : Under width shall not exceed 6 inches. Over width
will be at no additional cost to the Department.
723.05 Measurement.
723.05.1 Net Section : The net section quantities of granular
material for payment will be the design volumes as specified in th e plans and adjustments thereto. Design quantities are based on the horizontal dimensions and the compacted thickness of the granular material shown on the plans. Design quantities will be adjusted if the engineer makes changes to adjust to field conditi ons, if plan errors are proven, or if design changes are necessary. Granular Material
723.01 DESCRIPTION. Furnish and place granular material in
accordance with these specifications and in conformity with the lines, grades, and typical sections shown on the plans or as directed.
723.02 MATERIALS. Granular material shall comply with 1003.09 .
723.03 CONSTRUCTION REQUIRE MENTS. Place, properly shape,
and uniformly compact granular materials by approved methods to a minimum o f 95 percent of maximum dry density. Maximum dry density will be determ ined in accordance with DOTD TR 415 or TR 418 and in- place density will be determ ined in accordance with DOTD TR 401. Do not displace granular materials during subsequent operations.
723.04 DIMENSIONAL TOLERANC ES. When specifying net section
measurement, the thickness and width of completed granular material courses will be checked for accept ance in accordance with DOTD TR 602. Correct areas with thickness and width deficiencies in excess of the following tolerances to plan dimensions by furnishing, placing, shaping and compacting additional materials as required at no direct pay.
723.04.1 Thickness : Under thickness shall not exceed 3/4 inch.
Over thickness will be at no additional cost to the Department.
723.04.2 Width : Under width shall not exceed 6 inches. Over width
will be at no additional cost to the Department.
723.05 Measurement.
723.05.1 Net Section : The net section quantities of granular
material for payment will be the design volumes as specified in th e plans and adjustments thereto. Design quantities are based on the horizontal dimensions and the compacted thickness of the granular material shown on the plans. Design quantities will be adjusted if the engineer makes changes to adjust to field conditi ons, if plan errors are proven, or if design changes are necessary. Granular Material
723.01 DESCRIPTION. Furnish and place granular material in
accordance with these specifications and in conformity with the lines, grades, and typical sections shown on the plans or as directed.
723.02 MATERIALS. Granular material shall comply with 1003.09 .
723.03 CONSTRUCTION REQUIRE MENTS. Place, properly shape,
and uniformly compact granular materials by approved methods to a minimum o f 95 percent of maximum dry density. Maximum dry density will be determ ined in accordance with DOTD TR 415 or TR 418 and in- place density will be determ ined in accordance with DOTD TR 401. Do not displace granular materials during subsequent operations.
723.04 DIMENSIONAL TOLERANC ES. When specifying net section
measurement, the thickness and width of completed granular material courses will be checked for accept ance in accordance with DOTD TR 602. Correct areas with thickness and width deficiencies in excess of the following tolerances to plan dimensions by furnishing, placing, shaping and compacting additional materials as required at no direct pay.
723.04.1 Thickness : Under thickness shall not exceed 3/4 inch.
Over thickness will be at no additional cost to the Department.
723.04.2 Width : Under width shall not exceed 6 inches. Over width
will be at no additional cost to the Department.
723.05 Measurement.
723.05.1 Net Section : The net section quantities of granular
material for payment will be the design volumes as specified in th e plans and adjustments thereto. Design quantities are based on the horizontal dimensions and the compacted thickness of the granular material shown on the plans. Design quantities will be adjusted if the engineer makes changes to adjust to field conditi ons, if plan errors are proven, or if design changes are necessary.
723.05.2 Vehicular Measurement : Vehicular measurement of
granular material will be by the cubic yard in approved hauling vehicles at the point of delivery in accordance with 109.01 .
723.06 PAYMENT. Payment for granular material will be made at the
contrac t unit price per cubic yard. Payment will be made under: Item No. Pay Item Pay Unit 723-01 Granular Material (Net Section) Cubic Yard 723-02 Granular Material (Vehicular Measurement) Cubic Yard
723.05.2 Vehicular Measurement : Vehicular measurement of
granular material will be by the cubic yard in approved hauling vehicles at the point of delivery in accordance with 109.01 .
723.06 PAYMENT. Payment for granular material will be made at the
contrac t unit price per cubic yard. Payment will be made under: Item No. Pay Item Pay Unit 723-01 Granular Material (Net Section) Cubic Yard 723-02 Granular Material (Vehicular Measurement) Cubic Yard
723.05.2 Vehicular Measurement : Vehicular measurement of
granular material will be by the cubic yard in approved hauling vehicles at the point of delivery in accordance with 109.01 .
723.06 PAYMENT. Payment for granular material will be made at the
contrac t unit price per cubic yard. Payment will be made under: Item No. Pay Item Pay Unit 723-01 Granular Material (Net Section) Cubic Yard 723-02 Granular Material (Vehicular Measurement) Cubic Yard Section 724 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