Guidelines for spacing between freeway ramps.
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2009-11-01
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Edition:Technical Report; Sept. 2007¿Aug. 2009.
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Abstract:Existing geometric design guidance related to interchange ramp spacing in the Texas Roadway Design ; Manual and the AASHTO’s A Policy on Geometric Design of Highways and Streets (Green Book) is not ; speed-dependent even though intuition indicates spacing and speed are related. Understanding the ; relationship between interchange ramp spacing, speed, and freeway operations is important, especially in ; developing potential design values for higher speeds (e.g., 85 to 100 mph). The objectives of this project ; were to: (a) investigate relationships between weaving length, speed, and overall vehicle operations on ; Texas freeways and (b) propose updates to current Texas Department of Transportation guidance on ; recommended distances between ramps. Within the research tasks several methods were utilized to assist in ; developing guidance on ramp spacing lengths. The methods or resources used to generate potential lengths ; included: guidance provided in Design Manual for Roads and Bridges published by the Highways Agency ; in England, minimum deceleration and acceleration length for freeway conditions, decision sight distance, ; sign spacing needs, NCHRP project 3-75 findings, findings from field studies at seven study sites, findings ; from simulation conducted as part of this research, and safety relationships identified in the literature. ; Suggested ramp spacings were developed for the entrance ramp to exit ramp and exit ramp to exit ramp ; conditions.
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Main Document Checksum:urn:sha-512:1037cb811e1c50a4caa035cf50bbe5c3599d73b841bef92997bc8cef25b69f89c912799599143a51b10c8791acc15409bfa58421ac749ce0f6d85a5cdb1d37e2