Examples of Intersection Sight Distance in a sentence
Intersection Sight Distance (ISD) is the distance necessary for the driver of a vehicle stopped at an intersection to decide when to enter or cross the intersecting roadway, and for the driver of a vehicle traveling at or near the posted speed on the intersecting roadway to reduce speed to avoid overtaking a vehicle that has entered the roadway.
Sight distances at intersections shall be in accordance with the most recent edition of AASHTO standards for Intersection Sight Distance using the posted/design speed limit plus 5 mph.
All accesses must have an all season safe sight distance for the posted speed of the intersecting road, plus5 mph, in accordance with the AASHTO Intersection Sight Distance Guidelines.
Intersection Sight Distance Certification if meeting public roadway, stamped by a registered Civil Engineer or Traffic Engineer, as applicable.
Revise site plan to demonstrate adequate Intersection Sight Distance (ISD) at all proposed public street connections to existing Wallace Lane per CDOT Sight Distance Policy and to ensure safe ingress and egress into the development.
All intersections and all access point connections must meet the Stopping Sight Distance (SSD) and Intersection Sight Distance (ISD) requirements set forth in Sections 505.H.1 and 505.H.2 of this chapter.
Preliminary Intersection Sight Distance if meeting public roadway, stamped by a registered Civil Engineer or Traffic Engineer, as applicable.
On a corner lot in any residential district, GID, LOD, LC, B-1, D-T4, D-T5, D-T6, B-3, B-4, I-1, I-2 an Intersection Sight Distance (ISD) shall be maintained by a triangular area formed by the right-of-way lines of the intersecting streets and clear line of sight from a vehicle located 15 feet behind the curb line of the approached street.
Table 30.7 shows computed distance for various speeds based on a critical headway time gap (tc) = 5.0.Table 30.7 Roundabout Intersection Sight Distance Conflicting Approach Speed (mph) *distance in feet = speed (mph) multiplied by time (seconds) multiplied by a factor of 1.468.The “clear sight window” requirements for critical headway time gap (tc) are shown on Exhibit 6-58 of NCHRP Report 672.
Intersection Sight Distance …………………………………………………………………………………….45 Table 3-8 Intersection Sight Distance < 80 ADT ……………………………………….……………..47 Table 3-9 Intersection Sight Distance > 80 ADT ………………………………………….…………..47 E.