CONCHESTER HIGHWAY over CSX RAILROAD
Map
Coordinates:
+39.84344, -75.4158939°50'36" N, 75°24'57" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CONCHESTER HIGHWAY over CSX RAILROAD |
Structure number: | 000000000014988 |
Old structure number: | 230322013000000 (from 1992 edition) |
Location: | 1MILE WEST OF I-95 42J06 |
Purpose: | Carries highway and pedestrian walkway over highway and railroad |
Route classification: | Other Principal Arterial (Urban) [14] |
Length of largest span: | 109.9 ft. [33.5 m] |
Total length: | 242.1 ft. [73.8 m] |
Roadway width between curbs: | 48.9 ft. [14.9 m] |
Deck width edge-to-edge: | 63.0 ft. [19.2 m] |
Vertical clearance below bridge: | 19.7 ft. [6.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1949 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 2 |
Main spans material: | Steel continuous [4] |
Main spans design: | Girder and floorbeam system [03] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: March 2018
Good/Fair/Poor Condition: | Poor |
Status: | Open, no restriction [A] |
Average daily traffic: | 40,915 [as of 2018] |
Truck traffic: | 6% of total traffic |
Deck condition: | Poor [4 out of 9] |
Superstructure condition: | Poor [4 out of 9] |
Substructure condition: | Serious [3 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Deck geometry appraisal: | Superior to present desirable criteria [9] |
Underclearances appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 38.0 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $4,889,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2018 | Poor | Poor | Poor | Serious | 40915 | 38.0 |
March 2016 | Poor | Poor | Poor | Serious | 31938 | 38.0 |
March 2014 | Poor | Poor | Poor | Serious | 31552 | 19.0 |
March 2012 | Poor | Poor | Poor | Serious | 16683 | 19.0 |
March 2010 | Poor | Poor | Poor | Serious | 16726 | 19.0 |
June 2009 | Poor | Fair | Fair | Serious | 16483 | 19.0 |
March 2008 | Poor | Fair | Fair | Serious | 36926 | 17.0 |
March 2006 | Poor | Fair | Fair | Serious | 36317 | 17.0 |
March 2004 | Poor | Fair | Fair | Serious | 35957 | 21.0 |
March 2002 | Poor | Fair | Fair | Serious | 34585 | 21.0 |
October 1998 | Fair | Fair | Fair | Fair | 32802 | 52.0 |
October 1996 | Poor | Poor | Fair | Fair | 32099 | 48.9 |
October 1994 | Fair | Fair | Fair | Fair | 32104 | 51.0 |
October 1992 | Fair | Fair | Fair | Fair | 34539 | 51.0 |
October 1990 | Fair | Fair | Fair | Fair | 33005 | 54.0 |
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 |
Steel Girder/Beam | linear ft. | 380 | 190 | 0 | 190 | 0 |
Steel Protective Coating | sq. ft. | 21,506 | 21,506 | 0 | 0 | 0 |
Reinforced Concrete Girder/Beam | linear ft. | 651 | 546 | 30 | 75 | 0 |
Steel Stringer | linear ft. | 1,900 | 950 | 650 | 300 | 0 |
Steel Protective Coating | sq. ft. | 21,506 | 21,506 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 15,309 | 12,706 | 2,603 | 0 | 0 |
Wearing Surfaces | sq. ft. | 11,664 | 10,516 | 1,148 | 0 | 0 |
Superstructure |
Steel Floor Beam | linear ft. | 1,012 | 0 | 980 | 32 | 0 |
Steel Protective Coating | sq. ft. | 21,506 | 21,506 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 7 | 1 | 5 | 1 | 0 |
Reinforced Concrete Pier Wall | linear ft. | 100 | 59 | 35 | 6 | 0 |
Reinforced Concrete Abutment | linear ft. | 151 | 21 | 60 | 65 | 5 |
Reinforced Concrete Pier Cap | linear ft. | 69 | 39 | 5 | 25 | 0 |
Joints |
Assembly without Seal Joint | linear ft. | 126 | 78 | 48 | 0 | 0 |
Bearings |
Movable Bearing | each | 8 | 0 | 5 | 0 | 3 |
Steel Protective Coating | sq. ft. | 21,506 | 21,506 | 0 | 0 | 0 |
Enclosed/Concealed Bearing | each | 28 | 28 | 0 | 0 | 0 |
Fixed Bearing | each | 2 | 2 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 10,753 | 10,753 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 243 | 243 | 0 | 0 | 0 |