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HOWE AVE NB over UNIVERSITY AVENUE
Map
Coordinates:
+38.56214, -121.40906
38°33'44" N, 121°24'33" W
+38.56214, -121.40906
38°33'44" N, 121°24'33" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | HOWE AVE NB over UNIVERSITY AVENUE |
| Structure number: | 24C0143R |
| Location: | 0.6 MI N/O SR. 50 |
| Purpose: | Carries highway and pedestrian walkway over highway |
| Route classification: | Other Principal Arterial (Urban) [14] |
| Length of largest span: | 42.0 ft. [12.8 m] |
| Total length: | 149.0 ft. [45.4 m] |
| Roadway width between curbs: | 29.9 ft. [9.1 m] |
| Deck width edge-to-edge: | 37.1 ft. [11.3 m] |
| Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
| Skew angle: | 16° |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1969 |
| 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: | 4 |
| Main spans material: | Concrete continuous [2] |
| Main spans design: | Slab [01] |
| Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: March 2016
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 24,279 [as of 2002] |
| Truck traffic: | 10% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Structural appraisal: | Better than present minimum criteria [7] |
| Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| Underclearances 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: | 68.3 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| March 2016 | Fair | Satisfactory | Good | Good | 24279 | 68.3 |
| March 2012 | Fair | Fair | Good | Good | 24279 | 67.1 |
| June 2010 | Fair | Fair | Good | Good | 24279 | 67.1 |
| January 2009 | Fair | Satisfactory | Good | Good | 24279 | 70.5 |
| July 2006 | Fair | Fair | Satisfactory | Good | 35700 | 66.0 |
| March 2004 | Fair | Fair | Satisfactory | Good | 35700 | 66.0 |
| January 2002 | Fair | Fair | Satisfactory | Good | 35700 | 66.0 |
| July 1995 | Good | Good | Good | Good | 35700 | 67.0 |
| September 1992 | Fair | Fair | Fair | Good | 35700 | 54.0 |
| March 1990 | Poor | Poor | Poor | Good | 35700 | 36.0 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
| Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
|---|---|---|---|---|---|---|
| Substructure | ||||||
| Reinforced Concrete Column | each | 6 | 6 | 0 | 0 | 0 |
| Reinforced Concrete Abutment | linear ft. | 31 | 31 | 0 | 0 | 0 |
| Steel Pile | each | 1 | 1 | 0 | 0 | 0 |
| Reinforced Concrete Pier Cap | linear ft. | 35 | 35 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Other Material Bridge Rail | linear ft. | 91 | 91 | 0 | 0 | 0 |
| Deck | ||||||
| Reinforced Concrete Slab | sq. ft. | 513 | 511 | 2 | 0 | 0 |
| Concrete Protective Coating | sq. ft. | 485 | 485 | 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/1044065
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1044065