608.5.1 General 1 The engineer will measure:
Paving (Conc) by the square foot [square meter] or square yard [square meter] of paved surface. Measurement will be parallel to the paved surface.
adjacent sidewalk. 2 The department will pay as follows:
Pay Item
Pay Unit
Measure to the Nearest
Pay to the Nearest
Bike Path (Conc) Concrete Ditch Paving (Conc) Median Paving (Conc) Sidewalk (Conc)
SF, SY [m2] SF, SY [m2] SF, SY [m2] SF, SY [m2] SF, SY [m2]
0.1 ft, 0.1 ft [0.05 m] 0.1 ft, 0.1 ft [0.05 m] 0.1 ft, 0.1 ft [0.05 m] 0.1 ft, 0.1 ft [0.05 m] 0.1 ft, 0.1 ft [0.05 m]
SF, 0.1 SY [0.1 m2] SF, 0.1 SY [0.1 m2] SF, 0.1 SY [0.1 m2] SF, 0.1 SY [0.1 m2] SF, 0.1 SY [0.1 m2]
608.5.2 Referenced Sections for Direct Payment 1 When specified, the engineer will measure and pay for:
Measurement specified by the cubic yard [cubic meter] will be based on neat lines.
and Gutter in accordance with Section 609, Curb and Gutter.
driveway, as Double Gutter in accordance with Section 609, Curb and Gutter, when a thicker section than the adjacent sidewalk is specified.
Embankment.
540
Curb and Gutter
609.1DESCRIPTION
1 This section describes the requirements for constructing curb and gutter.
609.2MATERIALS
1 Provide materials in accordance with the following:
Material
Subsection
Admixtures Aggregate for Concrete Curing Materials Fly Ash Joint Materials Joint Sealer Portland Cement Reinforcing Steel Water
801.4 803 802.1 801.2 807 807.1 801.1 811.1 814.1
609.3EQUIPMENT
1 Ensure that equipment meets the following:
Equipment
Subsection
Batch Plant Mixers Placing Equipment
513.3.1 513.3.2 513.3.3
Use a slip-form machine capable of placing, spreading, consolidating, screeding, and finishing concrete in one complete pass, providing a dense and homogeneous section with minimal hand finishing. Ensure that the forming tube portion of the extrusion machine can be readily adjusted vertically during forward motion to produce a variable curb height matching the predetermined curb grade.
609.4CONSTRUCTION
609.4.1 General 1 Construct the foundation to a depth and width allowing the installation and bracing of
forms or operation of a slip-form paver. Compact the foundation in accordance with Subsection 203.4.3, Embankment and Cut Areas with Moisture and Density Control, and
541
Curb and Gutter