NORDHOFF ST over BULL CREEK
Map
Coordinates:
+34.23556, -118.4961134°14'08" N, 118°29'46" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.
Facts
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] |
Operating rating: | 59.5 tons [54.1 metric tons] |
Inventory rating: | 35.6 tons [32.4 metric tons] |
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 | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
---|
October 2016 | 70.4 | Good | Good | Good | Good | FO | 42000 |
October 2014 | 56.3 | Good | Very Good | Very Good | Good | FO | 42000 |
October 2012 | 70.4 | Fair | Satisfactory | Good | Good | FO | 42000 |
March 2011 | 70.4 | Fair | Satisfactory | Good | Good | FO | 42000 |
October 2008 | 70.4 | Fair | Satisfactory | Good | Good | FO | 42000 |
January 2005 | 90.0 | Fair | Good | Good | Satisfactory | - | 42000 |
March 2000 | 91.1 | Good | Good | Good | Good | - | 34100 |
February 1998 | 91.1 | Fair | Satisfactory | Good | Good | - | 34100 |
March 1996 | 91.1 | Fair | Satisfactory | Good | Good | - | 34100 |
December 1993 | 90.8 | Good | Very Good | Very Good | Good | - | 34100 |
January 1990 | 90.8 | Good | Very Good | Very Good | Good | - | 34100 |