Skip to main content

Currently Skimming:


Pages 18-23

The Chapter Skim interface presents what we've algorithmically identified as the most significant single chunk of text within every page in the chapter.
Select key terms on the right to highlight them within pages of the chapter.


From page 18...
... An example of mitigation would be providing an auxiliary lane to remove driveway turning traffic from the through traffic lanes on an arterial. As noted in the AASHTO Green Book (4-5, p.729)
From page 19...
... The AASHTO Green Book (4-5, pp.110–155 and 651–677) contains detailed guidance on the purpose and computation of sight distance.
From page 20...
... 20 Guide for the Geometric Design of Driveways Exhibit 4-3. Driveways too close to roadway intersections allow more conflicts to occur.
From page 21...
... • Ideally, driveway access for a major development involving left-turn egress movements should be located where effective coordination of traffic signals would be achievable if there is a need to signalize the driveway. • Driveway connections to public roadways are subject to the same intersection control device analyses as are street intersections.
From page 22...
... The same criteria for signal spacing apply to both a signalized driveway and a signalized public roadway intersection. If a driveway is going to be signalized, then it should be located to "fit" into the traffic signal progression along an arterial roadway and not interfere with the progression of traffic from one signalized intersection to the next.
From page 23...
... Transportation Research Board, National Research Council, Washington, DC (2003)


This material may be derived from roughly machine-read images, and so is provided only to facilitate research.
More information on Chapter Skim is available.