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BUCK ROAD over NESHAMINY CREEK
Map
Coordinates:
+40.21182, -74.94769
40°12'43" N, 74°56'52" W
+40.21182, -74.94769
40°12'43" N, 74°56'52" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | BUCK ROAD over NESHAMINY CREEK |
| Structure number: | 000000000007049 |
| Old structure number: | 090532015000000 (from 1992 edition) |
| Location: | 1.2MI.TO LR-09042 36H04 |
| Purpose: | Carries highway over waterway |
| Route classification: | Other Principal Arterial (Urban) [14] |
| Length of largest span: | 65.0 ft. [19.8 m] |
| Total length: | 207.0 ft. [63.1 m] |
| Roadway width between curbs: | 30.2 ft. [9.2 m] |
| Deck width edge-to-edge: | 33.1 ft. [10.1 m] |
| Skew angle: | 30° |
| Owner: | State Highway Agency [01] |
| Year built: | 1932 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | M 18 / H 20 [4] |
| Number of main spans: | 3 |
| Main spans material: | Concrete [1] |
| Main spans design: | Arch - Deck [11] |
| Deck type: | Not applicable [N] |
Latest Available Inspection: July 2017
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 10,568 [as of 2016] |
| Truck traffic: | 1% 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] |
| Water adequacy appraisal: | Equal to present desirable criteria [8] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 55.0 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $2,608,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| July 2017 | Fair | - | Fair | Fair | 10568 | 55.0 |
| July 2015 | Fair | - | Fair | Fair | 10756 | 56.8 |
| July 2013 | Fair | - | Fair | Fair | 10051 | 57.5 |
| July 2011 | Fair | - | Fair | Fair | 10534 | 56.9 |
| July 2009 | Fair | - | Fair | Fair | 11535 | 56.1 |
| July 2007 | Fair | - | Fair | Fair | 11487 | 59.6 |
| July 2005 | Fair | - | Fair | Fair | 11392 | 59.7 |
| July 2003 | Fair | - | Fair | Fair | 12102 | 59.0 |
| July 2001 | Fair | - | Fair | Fair | 12496 | 58.6 |
| October 1998 | Fair | - | Fair | Fair | 12994 | 59.2 |
| September 1996 | Fair | - | Fair | Fair | 13224 | 59.0 |
| September 1994 | Fair | - | Fair | Fair | 13282 | 61.8 |
| November 1992 | Fair | - | Fair | Fair | 13113 | 60.0 |
| December 1990 | Fair | - | Fair | Fair | 12467 | 60.5 |
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. | 195 | 50 | 104 | 41 | 0 |
| Substructure | ||||||
| Reinforced Concrete Pier Wall | linear ft. | 102 | 76 | 5 | 21 | 0 |
| Reinforced Concrete Abutment | linear ft. | 140 | 115 | 20 | 5 | 0 |
| Bridge Rail | ||||||
| Reinforced Concrete Bridge Rail | linear ft. | 410 | 0 | 0 | 410 | 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/1458919
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1458919