of moisture content, and recompaction to 90.0 percent will not be measured for payment directly and is considered incidental to the various classifications of excavation. 7 The department will pay as follows:
Pay Item
Pay Unit
Measure to the Nearest
Pay to the Nearest
Borrow Special Excavation
CY, TON [m3, t]
0.1 ft, 0.05 ton [0.05 m, 0.05 t]
CY, 0.05 TON [m3, 0.05 t]
Muck Excavation Rock Excavation Unclassified Excavation Settlement Platform
CY [m3] CY [m3] CY [m3]
0.1 ft [0.05 m] 0.1 ft [0.05 m] 0.1 ft [0.05 m]
CY [m3] CY [m3] CY [m3]
EA [Ea]
EA [Ea]
EA [Ea]
203.5.2 Referenced Sections for Direct Payment 1 When specified, the engineer will measure and pay for:
1.
Clearing and Grubbing in accordance with Section 201, Clearing and Grubbing.
2.
Contour diversion ditches in accordance with Section 210, Equipment Work, or Subsection 109.4, Extra and Force Account Work.
3.
Haul in accordance with Section 204, Haul.
4.
Topsoil Storing in accordance with Section 207, Topsoil.
5.
Water in accordance with Section 209, Watering.
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Haul
204.1Description
This section describes the requirements for transporting material from an original or specified location to a final location.
204.2MATERIALS—Vacant
204.3EQUIPMENT—Vacant
204.4CONSTRUCTION
204.4.1 General
1 Haul specified materials from their original location to a final location specified. 2 As necessary, obtain permits for haul operations on local roads.
204.4.2 Wet Haul 1 The term “wet haul” means that all commercial additives, water, bituminous materials,
lime, or cement have been blended with the aggregates for final processing and laydown. 204.4.3 Dry Haul 1 The term “dry haul” means material hauled from its original source to a plant or storage
site or from storage sites to the roadway for final processing without additives.
204.5MEASUREMENT and PAYMENT
1 Material moved within the material sources or mixing sites will not be measured for Haul
payments. 2 Natural filler will be included in Haul computations. 3 Within the construction limits, the engineer will compute Haul quantities on the basis of
transporting the materials along the highway’s centerline or baseline without regard to lateral distance from such line to the outer limits of the highway right-of-way or contiguous construction limits 4 On multi-lane highways, Haul will be computed along the survey center line, without
regard for lateral or median crossover distance.
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Haul