HOWE AVE NB over UNIVERSITY AVENUE
Map
Coordinates:
+38.56214, -121.4090638°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 |