43RD AVENUE over CSX TRANS/CPR&P&W
Map
Coordinates:
+40.74214, -73.8917240°44'32" N, 73°53'30" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | 43RD AVENUE over CSX TRANS/CPR&P&W |
Structure number: | 000000002247410 |
Location: | AT ELMHURST |
Purpose: | Carries highway and pedestrian walkway over railroad |
Route classification: | Local (Urban) [19] |
Length of largest span: | 64.0 ft. [19.5 m] |
Total length: | 70.9 ft. [21.6 m] |
Roadway width between curbs: | 29.9 ft. [9.1 m] |
Deck width edge-to-edge: | 55.1 ft. [16.8 m] |
Vertical clearance below bridge: | 26.2 ft. [8.0 m] |
Skew angle: | 16° |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1918 |
Historic significance: | Bridge is eligible for the National Register of Historic Places [2] |
Main span material: | Concrete [1] |
Main span design: | Arch - Deck [11] |
Deck type: | Not applicable [N] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: October 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 857 [as of 2017] |
Truck traffic: | 1% of total traffic |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Underclearances appraisal: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 98.0 |
Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
Estimated cost of work: | $19,115,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2017 | Fair | - | Satisfactory | Satisfactory | 857 | 98.0 |
September 2015 | Fair | - | Satisfactory | Satisfactory | 746 | 76.5 |
August 2013 | Fair | - | Satisfactory | Satisfactory | 746 | 98.0 |
September 2011 | Fair | - | Satisfactory | Satisfactory | 750 | 98.0 |
September 2009 | Fair | - | Satisfactory | Satisfactory | 746 | 98.0 |
November 2007 | Fair | - | Satisfactory | Satisfactory | 944 | 94.2 |
August 2005 | Fair | - | Satisfactory | Satisfactory | 2500 | 91.1 |
August 2003 | Fair | Excellent | Satisfactory | Satisfactory | 2500 | 91.1 |
June 2001 | Fair | - | Satisfactory | Satisfactory | 2500 | 91.1 |
March 1999 | Fair | Satisfactory | Satisfactory | Satisfactory | 2500 | 91.1 |
June 1997 | Fair | - | Satisfactory | Satisfactory | 2500 | 91.1 |
August 1995 | Fair | - | Fair | Fair | 2500 | 80.0 |
December 1993 | Fair | - | Fair | Fair | 2500 | 80.0 |
November 1991 | Fair | - | Fair | Fair | 2500 | 53.2 |
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 |
Reinforced Concrete Arch | linear ft. | 64 | 58 | 6 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 110 | 85 | 10 | 15 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 128 | 122 | 6 | 0 | 0 |