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HOOKER ST over WEIR GULCH
Map
Coordinates:
+39.72139, -105.02885
39°43'17" N, 105°01'44" W
+39.72139, -105.02885
39°43'17" N, 105°01'44" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | HOOKER ST over WEIR GULCH |
| Structure number: | D-17-WG-180 |
| Location: | AT 3RD AVENUE |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Local (Urban) [19] |
| Length of largest span: | 13.1 ft. [4.0 m] |
| Total length: | 39.4 ft. [12.0 m] |
| Deck width edge-to-edge: | 224.1 ft. [68.3 m] |
| Skew angle: | 24° |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1979 |
| 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: | 3 |
| Main spans material: | Concrete [1] |
| Main spans design: | Culvert [19] |
| Deck type: | Not applicable [N] |
Latest Available Inspection: January 2017
| Good/Fair/Poor Condition: | Poor |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 552 [as of 2013] |
| Truck traffic: | 2% of total traffic |
| Structural 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 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] |
| Pier/abutment protection: | Navigation protection not required [1] |
| Culvert condition: | Large spalls, heavy scaling, wide cracks, considerable efflorescence or opened construction joint permitting loss of backfill. Considerable settlement or misalignment. Considerable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection throughout, extensive corrosion or deep pitting. [4] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 63.5 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| January 2017 | Poor | 4 out of 10 | 552 | 63.5 |
| January 2015 | Poor | 4 out of 10 | 552 | 63.5 |
| January 2013 | Poor | 4 out of 10 | 552 | 60.5 |
| January 2011 | Poor | 4 out of 10 | 337 | 63.6 |
| September 2008 | Poor | 4 out of 10 | 337 | 63.6 |
| November 2006 | Fair | 5 out of 10 | 809 | 79.5 |
| October 2004 | Fair | 5 out of 10 | 809 | 79.5 |
| November 2002 | Fair | 5 out of 10 | 809 | 79.1 |
| July 2000 | Fair | 6 out of 10 | 1076 | 86.7 |
| December 1999 | Fair | 6 out of 10 | 1076 | 86.7 |
| December 1998 | Fair | 6 out of 10 | 1076 | 86.7 |
| May 1996 | Fair | 5 out of 10 | 674 | 75.8 |
| November 1994 | Fair | 5 out of 10 | 674 | 85.9 |
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. | 672 | 619 | 25 | 28 | 0 |
| Bridge Rail | ||||||
| Steel or Aluminum Bridge Rail | linear ft. | 76 | 76 | 0 | 0 | 0 |
| Steel Protective Coating | sq. ft. | 76 | 76 | 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/1066014
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1066014