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SANTABARBARA BL NB over FRONTIER CANAL
Map
Coordinates:
+26.68936, -81.97405
26°41'22" N, 81°58'27" W
+26.68936, -81.97405
26°41'22" N, 81°58'27" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | SANTABARBARA BL NB over FRONTIER CANAL |
| Structure number: | 125666 |
| Location: | 0.4 MILE S of KISMET PKWY |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Collector (Urban) [17] |
| Length of largest span: | 13.5 ft. [4.1 m] |
| Total length: | 54.1 ft. [16.5 m] |
| Roadway width between curbs: | 28.5 ft. [8.7 m] |
| Deck width edge-to-edge: | 35.4 ft. [10.8 m] |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1973 |
| 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 [1] |
| Main spans design: | Culvert [19] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
Latest Available Inspection: November 2017
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 2,700 [as of 2017] |
| Truck traffic: | 3% of total traffic |
| Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Deck geometry appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
| Water adequacy appraisal: | Equal to present desirable criteria [8] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
| 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: | 72.9 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| November 2017 | Good | 7 out of 10 | 2700 | 72.9 |
| November 2015 | Good | 7 out of 10 | 2700 | 72.9 |
| November 2013 | Good | 7 out of 10 | 2700 | 72.9 |
| November 2011 | Good | 7 out of 10 | 2700 | 86.6 |
| November 2009 | Good | 7 out of 10 | 2700 | 86.6 |
| November 2007 | Good | 7 out of 10 | 2700 | 86.6 |
| November 2005 | Good | 7 out of 10 | 540 | 93.0 |
| November 2003 | Good | 7 out of 10 | 540 | 93.0 |
| November 2001 | Good | 7 out of 10 | 540 | 93.0 |
| November 1999 | Good | 7 out of 10 | 540 | 94.0 |
| November 1997 | Good | 7 out of 10 | 540 | 93.9 |
| October 1995 | Good | 7 out of 10 | 500 | 93.7 |
| October 1993 | Good | 7 out of 10 | 500 | 94.0 |
| September 1991 | Good | 7 out of 10 | 500 | 94.0 |
© 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/1079921
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1079921