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HELLER HILL ROAD over SCRANTON BRNCH (NS-ABAN)
Map
Coordinates:
+40.96810, -74.96550
40°58'05" N, 74°57'56" W
+40.96810, -74.96550
40°58'05" N, 74°57'56" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | HELLER HILL ROAD over SCRANTON BRNCH (NS-ABAN) |
| Structure number: | 2153162 |
| Location: | 1.0 mi south of CR 521/94 |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 65.0 ft. [19.8 m] |
| Total length: | 65.0 ft. [19.8 m] |
| Roadway width between curbs: | 24.3 ft. [7.4 m] |
| Deck width edge-to-edge: | 28.9 ft. [8.8 m] |
| Skew angle: | 30° |
| Owner: | Unknown [80] |
| Year built: | 1910 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Main span material: | Concrete [1] |
| Main span design: | Arch - Deck [11] |
| Deck type: | Not applicable [N] |
Latest Available Inspection: November 2018
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 515 [as of 2016] |
| Truck traffic: | 3% of total traffic |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Fair [5 out of 9] |
| Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| Scour condition: | Bridge not over waterway. [N] |
| Sufficiency rating: | 74.8 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| November 2018 | Fair | - | Fair | Fair | 515 | 74.8 |
| November 2016 | Fair | - | Fair | Fair | 515 | 74.8 |
| January 2015 | Fair | - | Fair | Fair | 500 | 74.8 |
| February 2013 | Fair | - | Fair | Fair | 449 | 74.9 |
| December 2010 | Fair | - | Fair | Fair | 449 | 74.9 |
| November 2008 | Fair | - | Fair | Fair | 436 | 74.9 |
| December 2006 | Fair | - | Fair | Fair | 420 | 74.9 |
| October 2004 | Fair | - | Fair | Fair | 420 | 74.9 |
| August 2002 | Fair | - | Fair | Fair | 410 | 74.9 |
| October 2000 | Fair | - | Fair | Fair | 400 | 75.9 |
| September 1998 | Fair | - | Fair | Fair | 400 | 75.9 |
| June 1996 | Fair | - | Fair | Fair | 400 | 75.9 |
| May 1994 | Fair | - | Fair | Fair | 370 | 74.9 |
| June 1992 | Fair | - | Fair | Fair | 310 | 64.8 |
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. | 65 | 0 | 25 | 40 | 0 |
| Substructure | ||||||
| Reinforced Concrete Abutment | linear ft. | 58 | 0 | 45 | 13 | 0 |
| Bridge Rail | ||||||
| Reinforced Concrete Bridge Rail | linear ft. | 130 | 0 | 0 | 130 | 0 |
© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1368992
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1368992