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INTERSTATE 5 over GOLF CREEK
Map
Coordinates:
+34.13763, -118.27623
34°08'15" N, 118°16'34" W
+34.13763, -118.27623
34°08'15" N, 118°16'34" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | INTERSTATE 5 over GOLF CREEK |
| Structure number: | 53 1297 |
| Location: | 07-LA-005-25.55-LA |
| Purpose: | Carries highway over waterway |
| Route classification: | Principal Arterial - Interstate (Urban) [11] |
| Length of largest span: | 7.9 ft. [2.4 m] |
| Total length: | 27.9 ft. [8.5 m] |
| Roadway width between curbs: | 160.1 ft. [48.8 m] |
| Deck width edge-to-edge: | 193.9 ft. [59.1 m] |
| Skew angle: | 99° |
| Owner: | State Highway Agency [01] |
| Year built: | 1957 |
| Year reconstructed: | 1975 |
| 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: October 2016
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 263,000 [as of 2009] |
| Truck traffic: | 7% of total traffic |
| Structural appraisal: | Better than present minimum criteria [7] |
| Deck geometry appraisal: | Superior to present desirable criteria [9] |
| Water adequacy appraisal: | Equal to present desirable criteria [8] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
| Culvert condition: | Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 85.0 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| October 2016 | Good | 7 out of 10 | 263000 | 85.0 |
| October 2014 | Good | 8 out of 10 | 263000 | 85.0 |
| October 2012 | Good | 8 out of 10 | 263000 | 85.0 |
| January 2011 | Good | 8 out of 10 | 253000 | 85.0 |
| October 2008 | Good | 8 out of 10 | 253000 | 85.0 |
| January 2007 | Good | 8 out of 10 | 253000 | 85.0 |
| May 2005 | Good | 8 out of 10 | 253000 | 85.0 |
| March 2003 | Good | 8 out of 10 | 248000 | 85.0 |
| April 2001 | Good | 8 out of 10 | 231900 | 85.0 |
| June 1999 | Good | 8 out of 10 | 231900 | 85.0 |
| May 1997 | Good | 8 out of 10 | 231900 | 85.0 |
| April 1995 | Good | 8 out of 10 | 253500 | 70.0 |
| February 1993 | Good | 8 out of 10 | 253500 | 70.0 |
| August 1991 | Good | 8 out of 10 | 251900 | 70.0 |
Element Data
Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
| Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
|---|---|---|---|---|---|---|
| Culvert | ||||||
| Reinforced Concrete Culvert | linear ft. | 177 | 177 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Reinforced Concrete Bridge Rail | linear ft. | 26 | 26 | 0 | 0 | 0 |
© Copyright 2012-19, 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/1054755
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1054755