along the shortest practical route, from the loading point to a point of entrance on the center line or base line, and then along the center line or base line to the point of disposition. The contractor’s choice to use a longer route will not affect this computation. If a shorter route is used, the computation will be based on the actual distance. 6 The engineer will measure Haul by the following:
1.
Cubic Yard-Mile [Cubic Meter-Kilometer]. In determining cubic yard-mile [cubic meter-kilometer] Haul, the engineer will assume that material is hauled the shortest distance from excavation to deposit. Quantities will be computed as the distance, as described above, that each cubic yard [cubic meter] is hauled.
2.
Short Ton-Mile [Metric Ton-Kilometer]. In determining short ton-mile [metric tonkilometer] Haul, the engineer will compute and measure the distance, as described above, that each short ton [metric ton] of material is hauled. The weight [mass] of dry haul materials used to determine dry haul quantities may be computed in accordance with Paragraph 2.1, Dry Haul/Wet Haul Combination, within Subsection 204.5, Measurement and Payment. The haul of commercial additives, bituminous materials, lime, or cement to the plant site will not be measured. Material lost through dryers or dust control equipment, left in stockpiles, rejected, or lost in bases of stockpiles will not be measured. Measurements for short ton-mile [metric ton-kilometer] Haul will be based on the final pay quantity of the item in its final location on the roadway or in a stockpile. No addition or deduction will be made for natural aggregate moisture.
2.1Wet Haul/Dry Haul Combination. When Haul is a combination of wet and dry
haul, the dry haul quantity will be computed from the wet haul scale weight [mass] with deductions for any additives, blended or processed into the material. Natural aggregate moisture and water added during crushing operations will not be added into the weight [mass] quantity for computing the dry haul.
The department will pay as follows:
Pay Item
Pay Unit
Haul
CYMI [m3km]
Haul
TMI [tkm]
Measure to the Nearest
Pay to the Nearest
Yd3, 50 ft [m3, 10 m] 0.05 ton, 50 ft [0.05 t, 10 m]
0.1CYMI
[0.1 m3km]
[0.1tkm]
146
Haul Road Maintenance and Restoration
205.1DESCRIPTION
1 This section describes the requirements for the maintenance and restoration of public
roads used to haul construction materials.
205.2MATERIALS—Vacant
205.3EQUIPMENT—Vacant
205.4CONSTRUCTION
1 Before
using the haul roads, conduct an inspection with the engineer to determine the condition of the existing roadway, drainage structures, and other appurtenances. Visually record the route’s condition both before and immediately after completing hauling operations. Submit the video, and any other photographic evidence, for incorporation into the project files and for determination of repairs necessary due to hauling operations. 2 Maintain the road to its existing condition before hauling or better as directed by the
engineer. Ensure that hauling operations do not jeopardize the safe movement of traffic at the posted speed limit. 3 Upon completion of hauling operations, restore the haul road to the original condition.
The engineer will determine the type and quantity of restoration that will be required. 4 Restore and leave haul roads as they were before execution of the contract. 5 If legal load limits were exceeded, restore damaged haul roads at no additional cost to
the department.
205.5MEASUREMENT and PAYMENT
205.5.1 General 1 The engineer will measure equipment operation, labor, and materials required for haul
road maintenance or restoration and for which no other applicable pay items are included in the contract as Haul Road Maintenance and Restoration in accordance with Subsection 109.4, Extra and Force Account Work.
147
Haul Road Maintenance and Restoration