204Haul

Haul

204.1Description

1 This section describes the requirements for transporting material from an original or specified location to a final location.

204.2MATERIALS—V acant

204.3EQUIPMENT—V acant

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.

Haul SECTION 204

5 Except from contiguous areas, Haul from outside the right-of-way will be computed 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:

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.

kilometer] 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.

.1 Wet 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.

7 The department will pay as follows:

Pay Item

Pay Unit Measure to the Nearest Pay to the Nearest Haul CYMI [m3km] Yd3, 50 ft [m3, 10 m]

0.1CYMI

[0.1 m3km] Haul TMI [tkm] 0.05 ton, 50 ft [0.05 t, 10 m]

[0.1tkm]