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. Roadway. 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 side slopes, excluding that 800-1.15 portion of the ditch below Subgrade. Road Maintenance Plan: A table which shows applicable road maintenance specifications to be performed by Purchaser on specific roads. 800-1.16 Roadside. A general term denoting the area adjoining the outer edge of the Roadway.
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 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. 800-1.16 - Roadside. A general term denoting the area adjoining the outer edge of the roadway. 800-1.17 - Roadway. The portion of a road within the limits of excavation and embankment. 800-1.18 - Shoulder. That portion of roadway contiguous with traveled way for accommodation of stopped vehicles, for emergency use, and lateral support of base and surface course, if any. 800-1.19 - Slide. A concentrated deposit of materials from above or on backslope extending onto the traveled way or shoulders, whether caused by mass land movements or accumulated ravelling. SAMPLE 800-1.20 - Slough. Material eroded from the backslope which partially or completely blocks the ditch, but does not encroach on the traveled way so as to block passage of traffic. 800-1.21 - Slump. A localized portion of the roadbed which has slipped or otherwise become lower than that of the adjacent roadbed and constitutes a hazard to traffic. 800-1.22 - Special Project Specifications. Specifications which detail conditions and requirements peculiar to the individual project.
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.
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 Xxxxxxx 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. 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 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.
