MILL ROAD over PENNS CREEK
Map
Coordinates:
+40.82530, -76.8726340°49'31" N, 76°52'21" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | MILL ROAD over PENNS CREEK |
Structure number: | 000000000031161 |
Old structure number: | 541014001200550 (from 1992 edition) |
Location: | 3 MI NORTH OF SELINSGROVE |
Purpose: | Carries highway over waterway |
Route classification: | Collector (Urban) [17] |
Length of largest span: | 86.9 ft. [26.5 m] |
Total length: | 262.2 ft. [79.9 m] |
Roadway width between curbs: | 40.0 ft. [12.2 m] |
Deck width edge-to-edge: | 44.0 ft. [13.4 m] |
Skew angle: | 18° |
Owner: | State Highway Agency [01] |
Year built: | 1994 |
Historic significance: | Bridge is eligible for the National Register of Historic Places [2] |
Design load: | MS 22.5 / HS 25 [9] |
Number of main spans: | 3 |
Main spans material: | Prestressed concrete continuous [6] |
Main spans design: | Box Beam or girders - Single or Spread [06] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Epoxy Overlay [5] |
Latest Available Inspection: August 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 6,736 [as of 2017] |
Truck traffic: | 3% of total traffic |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 96.1 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2018 | Good | Very Good | Good | Good | 6736 | 96.1 |
August 2016 | Good | Very Good | Good | Good | 7366 | 96.9 |
August 2014 | Good | Very Good | Good | Good | 7023 | 95.0 |
August 2012 | Good | Very Good | Good | Good | 7112 | 95.0 |
August 2010 | Good | Good | Good | Good | 6460 | 95.2 |
August 2008 | Good | Good | Good | Good | 6460 | 95.2 |
August 2006 | Good | Good | Good | Good | 6512 | 95.2 |
April 2005 | Fair | Fair | Good | Good | 6496 | 93.1 |
April 2003 | Fair | Fair | Good | Good | 6343 | 96.2 |
April 2001 | Fair | Fair | Good | Good | 5534 | 96.4 |
April 1999 | Fair | Fair | Good | Good | 5419 | 96.4 |
December 1997 | Fair | Fair | Good | Satisfactory | 5313 | 96.5 |
February 1996 | Good | Good | Very Good | Good | 5374 | 97.4 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Superstructure |
Prestressed Concrete Closed Web/Box Girder | linear ft. | 1,528 | 1,528 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 11,655 | 11,655 | 0 | 0 | 0 |
Wearing Surfaces | sq. ft. | 10,597 | 10,597 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Pier Wall | linear ft. | 104 | 100 | 4 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 110 | 110 | 0 | 0 | 0 |
Joints |
Strip Seal Joint | linear ft. | 92 | 0 | 92 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 36 | 36 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 529 | 529 | 0 | 0 | 0 |