Dynamic evaluation of New York state's aluminum pedestrian signal pole system.

Details

• Creators:
  Rosenbaugh, Scott ; Faller, Ronald K. ; Lechtenberg, Karla A. ; Bielenberg, Robert W. ; Sicking, Dean L. ; Reid, John D.
• Corporate Creators:
  Midwest Roadside Safety Facility
• Corporate Contributors:
  New York (State). Dept. of Motor Vehicles ; United States. Federal Highway Administration
• Subject/TRT Terms:
  Pedestrian Signs Roads--Safety Measures Strength Of Materials Traffic Signs And Signals--Testing Traffic Signs
• Publication/ Report Number:
  TRP-03-223-09
• Resource Type:
  Tech Report
• Geographical Coverage:
  New York
• Edition:
  Final report; 2009.
• Corporate Publisher:
  Midwest Roadside Safety Facility
• Abstract:
  The New York State Department of Transportation (NYSDOT) mounts pedestrian “hand/man” signals to aluminum
  
  poles and uses frangible transformer bases to allow the system to break away. However, engineers at NYSDOT believed
  
  that the material properties of the aluminum poles themselves would allow the pedestrian signal poles to break away
  
  without the use of transformer bases. Elimination of the frangible transformer base would result in significant savings.
  
  An aluminum pedestrian signal pole system was erected at the Valmont testing facility and tested with the Valmont-
  
  MwRSF/UNL pendulum with crushable nose in accordance with NCHRP Report No. 350 test designation no. 3-60. Upon
  
  impact the pole broke away from the base plate assembly, and the surrogate vehicle change in velocity was measured to be
  
  13.9 ft/s (4.2 m/s), satisfying the limit of 16.4 ft/s (5.0 m/s). However, the remaining stub height measured 4.5 in. (114 mm),
  
  and violated the 4 in. (100 mm). Thus, the test was deemed unsuccessful. The results from the impact test were used in a
  
  numerical analysis to predict the change in velocity for the high-speed impact test, test designation no. 3-61. This analysis
  
  showed that the aluminum pedestrian signal pole would also satisfy the occupant risk criteria during a high-speed test.
  
  Since the pole cleanly broke away in the test and the high-speed impact analysis showed a satisfactory change in
  
  velocity, the excessive stub height was the only result that prevented this installation from becoming crashworthy. As such,
  
  three separate design modifications were presented for aiding the system to satisfy the stub maximum height limit.
  
  
• Format:
  PDF
• Collection(s):
  US Transportation Collection
• Main Document Checksum:
  urn:sha-512:ff80caf9a284b4bb432d2bf79d348b1560e346fc5ba7dd4d77532841876d7d019928b2fb1ede9c13160fc526b4cf3ebadd17353f920471bb12b35cc8f22fc0ab
• Download URL:
  https://rosap.ntl.bts.gov/view/dot/18071/dot_18071_DS1.pdf
• File Type:
  [PDF - 8.24 MB ]