Rating:
2 votes

PA381 Mill Run Bridge

Photos 

Overview

Photo taken by James Baughn in August 2009

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BH Photo #145130

Map 

Street View 

Facts 

Overview
Through truss bridge over Indian Creek Reservoir on PA 381
Location
Fayette County, Pennsylvania
Status
Replaced by a new bridge
History
Built 1930; rehabilitated 1980
Design
Riveted, 9-panel Parker through truss
Dimensions
Length of largest span: 154.9 ft.
Total length: 155.8 ft.
Deck width: 23.0 ft.
Vertical clearance above deck: 12.8 ft.
Approximate latitude, longitude
+39.97333, -79.45333   (decimal degrees)
39°58'24" N, 79°27'12" W   (degrees°minutes'seconds")
Approximate UTM coordinates
17/632077/4425942 (zone/easting/northing)
Quadrangle map:
Mill Run
Average daily traffic (as of 2013)
2,498
Inventory numbers
PA 26 0381 0460 1441 (Pennsylvania Bridge Management System number)
PANBI 16681 (Pennsylvania BRKEY bridge number on the 2011 NBI)
BH 30922 (Bridgehunter.com ID)
Inspection report (as of October 2012)
Overall condition: Poor
Superstructure condition rating: Serious (3 out of 9)
Substructure condition rating: Poor (4 out of 9)
Deck condition rating: Satisfactory (6 out of 9)
Sufficiency rating: 5 (out of 100)
View more at BridgeReports.com

Update Log 

  • July 7, 2015: Updated by Nathan Holth: This bridge has been demolished and replaced.
  • July 21, 2014: New Street View added by Luke
  • June 19, 2011: New photos from Brian McKee
  • August 27, 2010: Updated by Nathan Holth: This bridge is now doomed.
  • August 12, 2009: New photos from James Baughn

Sources 

  • James Baughn - webmaster [at] bridgehunter [dot] com
  • Nathan Holth
  • Brian McKee - bjmckee51 [at] yahoo [dot] com
  • Todd Wilson
  • Luke

Comments 

PA381 Mill Run Bridge
Posted February 12, 2015, by ArtS (asuckewer [at] knite [dot] com)

It sounds like this one should be listed as 'lost':

http://triblive.com/news/fayette/7736087-74/bridge-project-c...

Mill Run Bridge
Posted April 26, 2011, by Andy

The project for the replacement of this bridge bids in late May. Also, after looking through the existing drawings the 1930 structure was the same layout but all of the members were angles or channels with lacing. They replaced over 50% of the steel in 1980 and poured a new concrete deck. The new bridge will be steel stringers with some added width on the shoulders.