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NORDHOFF ST over BULL CREEK
Map
Coordinates:
+34.23560, -118.49628
34°14'08" N, 118°29'47" W
+34.23560, -118.49628
34°14'08" N, 118°29'47" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | NORDHOFF ST over BULL CREEK |
| Structure number: | 53C1259 |
| Location: | HAVENHURST AV/PETIT AVE |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Other Principal Arterial (Urban) [14] |
| Length of largest span: | 28.9 ft. [8.8 m] |
| Total length: | 60.0 ft. [18.3 m] |
| Roadway width between curbs: | 80.1 ft. [24.4 m] |
| Deck width edge-to-edge: | 95.8 ft. [29.2 m] |
| Skew angle: | 2° |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1955 |
| Year reconstructed: | 1967 |
| 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: | Slab [01] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
Latest Available Inspection: October 2016
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 42,000 [as of 2007] |
| Truck traffic: | 3% of total traffic |
| Deck condition: | Good [7 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: | Basically intolerable requiring high priority of replacement [2] |
| Water adequacy appraisal: | Superior to present desirable criteria [9] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 70.4 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $897,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| October 2016 | Good | Good | Good | Good | 42000 | 70.4 |
| October 2014 | Good | Very Good | Very Good | Good | 42000 | 56.3 |
| October 2012 | Fair | Satisfactory | Good | Good | 42000 | 70.4 |
| March 2011 | Fair | Satisfactory | Good | Good | 42000 | 70.4 |
| October 2008 | Fair | Satisfactory | Good | Good | 42000 | 70.4 |
| January 2005 | Fair | Good | Good | Satisfactory | 42000 | 90.0 |
| March 2000 | Good | Good | Good | Good | 34100 | 91.1 |
| February 1998 | Fair | Satisfactory | Good | Good | 34100 | 91.1 |
| March 1996 | Fair | Satisfactory | Good | Good | 34100 | 91.1 |
| December 1993 | Good | Very Good | Very Good | Good | 34100 | 90.8 |
| January 1990 | Good | Very Good | Very Good | Good | 34100 | 90.8 |
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 Pier Wall | linear ft. | 29 | 22 | 7 | 0 | 0 |
| Reinforced Concrete Abutment | linear ft. | 58 | 58 | 0 | 0 | 0 |
| Reinforced Concrete Pile | each | 1 | 1 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Steel or Aluminum Bridge Rail | linear ft. | 36 | 36 | 0 | 0 | 0 |
| Deck | ||||||
| Reinforced Concrete Slab | sq. ft. | 447 | 444 | 3 | 0 | 0 |
| Wearing Surfaces | sq. ft. | 447 | 407 | 27 | 13 | 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/1057050
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1057050