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S CLOVIS AVE over FANCHER CREEK CANAL
Map
Coordinates:
+36.74043, -119.69992
36°44'26" N, 119°41'60" W
+36.74043, -119.69992
36°44'26" N, 119°41'60" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | S CLOVIS AVE over FANCHER CREEK CANAL |
| Structure number: | 42C0032 |
| Location: | 0.3 MI N OF S.R. 180 |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Other Principal Arterial (Urban) [14] |
| Length of largest span: | 15.1 ft. [4.6 m] |
| Total length: | 25.9 ft. [7.9 m] |
| Roadway width between curbs: | 80.7 ft. [24.6 m] |
| Deck width edge-to-edge: | 102.0 ft. [31.1 m] |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1966 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Number of main spans: | 2 |
| Main spans material: | Concrete continuous [2] |
| Main spans design: | Culvert [19] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
Latest Available Inspection: January 2017
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 30,853 [as of 2010] |
| Truck traffic: | 10% of total traffic |
| Structural appraisal: | Equal to present minimum criteria [6] |
| Deck geometry appraisal: | Superior to present desirable criteria [9] |
| 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] |
| Culvert condition: | Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 85.7 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| January 2017 | Fair | 6 out of 10 | 30853 | 85.7 |
| February 2015 | Good | 7 out of 10 | 30853 | 85.7 |
| March 2013 | Good | 7 out of 10 | 30853 | 85.7 |
| November 2009 | Good | 7 out of 10 | 27700 | 94.1 |
| November 2005 | Good | 7 out of 10 | 27700 | 94.1 |
| November 2003 | Good | 7 out of 10 | 27700 | 94.1 |
| November 2001 | Good | 7 out of 10 | 27700 | 94.1 |
| November 1999 | Fair | N out of 10 | 27700 | 88.9 |
| December 1996 | Good | 8 out of 10 | 27700 | 88.9 |
| July 1994 | Fair | 5 out of 10 | 27700 | 78.0 |
| April 1992 | Fair | 5 out of 10 | 27700 | 82.2 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
| Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
|---|---|---|---|---|---|---|
| Culvert | ||||||
| Reinforced Concrete Culvert | linear ft. | 62 | 0 | 62 | 0 | 0 |
| Wearing Surfaces | sq. ft. | 107 | 80 | 27 | 0 | 0 |
| Bridge Rail | ||||||
| Other Material Bridge Rail | linear ft. | 16 | 16 | 0 | 0 | 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/1050282
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1050282