Roadbed Sample Clauses
The Roadbed clause defines the requirements and standards for the construction and preparation of the roadbed, which is the foundational layer supporting a roadway or railway. It typically outlines specifications for materials, compaction, grading, and drainage to ensure the roadbed can adequately support the intended traffic loads and environmental conditions. For example, it may require the removal of unsuitable soil and the use of specific fill materials to achieve proper stability. The core function of this clause is to ensure the long-term durability and safety of the finished road or track by establishing clear expectations for the foundational work.
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Roadbed. Restoration and repair of the surface and base within the roadbed extending from curb line to curb line. The Pavement Condition Index (PCI) shall be maintained above 70. The roadbed shall roadbed shall be inspected annually. PCI’s below 70 shall be remediated within 4 months of inspection. Continuous vehicular access shall be maintained on all public streets.
Roadbed. The portion of a road between the intersection of Subgrade and sideslopes, excluding that portion of the ditch below Subgrade.
Roadbed. The portion of the roadway occupied by the subgrade and shoulders. The portion of a highway within the limits of maintenance.
Roadbed. The graded part of the Roadway within top and side slopes, prepared as a foundation for the pavement structure and Shoulders.
Roadbed. The portion of a road between the intersection of Subgrade and sideslopes, excluding that portion of the ditch below Subgrade. 800-1.15 - Road Maintenance Plan. A table which shows applicable road maintenance specifications to be performed by Purchaser on specific roads.
Roadbed. That portion of the Roadway between the outside edges of the finished shoulders, or the outside edges of berms of curbs, gutters, when constructed. Roadside. That portion of the Right-of-Way outside of the Roadway. Roadway. That portion of the Right-of-Way required for construction of the road, limited by the outside edges of slopes and including ditches, channels, and all structures pertaining to the road.
Roadbed. The roadbed is that area between the intersection of the upper surface of the roadway and the side slopes or curb lines. The roadbed rises in elevation as each increment or layer of subbase, base, surfacing or pavement is placed. Where the medians are so wide as to include areas of undisturbed land, a divided highway is considered as including two separate roadbeds.
Roadbed. Roadbed and ballast section for industrial trackage shall conform to the special roadbed section (see appendix, page A-2). Embankment side slopes to be minimum of 1.
5:1. All embankments shall be compacted to a density of not less than 95% of the maximum standard laboratory density, and not more than +4 percentage points above the optimum moisture content, unless otherwise specified on the drawings. The standard laboratory density and optimum moisture content shall be the maximum density and optimum moisture as determined in accordance with ASTM Designation: D 698 (Standard ▇▇▇▇▇▇▇ Test). Compaction shall be accomplished by sheep's foot rollers, pneumatic-tired rollers, steel-wheeled rollers, vibratory compactors, or other approved equipment. Use construction procedures and drainage design that will provide a stable roadbed. Subballast shall be crushed gravel or crushed stone with a minimum 75% of the material having two fractured faces. Subballast must meet the quality requirements of ASTM Designation: D 1241 and be approved by the Engineer.
Roadbed. If Tenant is required, pursuant to any Requirement, to construct or reconstruct the Roadbed, it shall be constructed or reconstructed in accordance with specifications established by the New York City Department of Transportation.