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Download ebook Annual Report of Board of Supervising Engineers, Chicago Traction Volume 9, PT. 1916

Download ebook Annual Report of Board of Supervising Engineers, Chicago Traction Volume 9, PT. 1916

Annual Report of Board of Supervising Engineers, Chicago Traction Volume 9, PT. 1916. Board Of Supervising Traction

Annual Report of Board of Supervising Engineers, Chicago Traction Volume 9, PT. 1916
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Author: Board Of Supervising Traction
Number of Pages: 76 pages
Published Date: 06 Mar 2012
Publisher: Not Avail
Publication Country: Miami Fl, United States
Language: English
Format: eBook
ISBN: 9781130045598
Download Link: Annual Report of Board of Supervising Engineers, Chicago Traction Volume 9, PT. 1916
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This historic book may have numerous typos and missing text. Purchasers can download a free scanned copy of the original book (without typos) from the publisher. Not indexed. Not illustrated. 1918 Excerpt: ...the track. (4) Interference with cars at crossings, due to vehicle traffic, other cars and pedestrians. (5) Proportion of traffic in various directions--both car and vehicle; i.e., how nearly traffic is balanced at the crossing and the proportion of curve to straight through movement. (6) Personal equation of traffic officers in anticipating movement, in preserving proportionate intervals and in making fullest use thereof. (7) Promptness with which traffic signal is responded to; i.e., the relative amount of delay in starting due to carelessness or inattention. The capacity of any given track outside of the limiting points of congestion; viz: the heaviest crossing, is usually so much greater than that of the limiting point as to be negligible in this study. On a clear track unobstructed by vehicles or other obstructing factors, track capacity is actually dependent only upon the maximum free running speed and safe braking distance. While all stops that are made operate to reduce the schedule speed in proportion to their number and duration, the capacity of a given line or route will be finally determined by the maximum regular duration of stop at any one point thereon. (8) The type of curve or loop employed; i.e., whether inside or outside loop; inside or outside curve; and right or left hand loop. (9) Time required for various car movements at crossings, including the effect of inside curve movements on every signal. (10) Loading time required; i.e., the importance of the particular crossing with respect to the various loading zones. (11) Suitability of car design for rapid boarding and alighting with platform capacity sufficient to absorb the usual groups boarding without excessive delays in collecting fares and making change. (12) Physical capacity of equ...

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