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SR-76 over POPPOLTON CREEK
Map
Coordinates:
+27.18804, -80.25307
27°11'17" N, 80°15'11" W
+27.18804, -80.25307
27°11'17" N, 80°15'11" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | SR-76 over POPPOLTON CREEK |
| Structure number: | 890048 |
| Location: | By Indian Grove Dr. |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Other Principal Arterial (Urban) [14] |
| Length of largest span: | 9.8 ft. [3.0 m] |
| Total length: | 20.7 ft. [6.3 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1956 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18+Mod / HS 20+Mod [6] |
| Number of main spans: | 2 |
| Main spans material: | Concrete [1] |
| Main spans design: | Culvert [19] |
| Deck type: | Not applicable [N] |
Latest Available Inspection: November 2018
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 32,500 [as of 2018] |
| Truck traffic: | 4% of total traffic |
| Structural appraisal: | Equal to present minimum criteria [6] |
| Water adequacy appraisal: | Superior to present desirable criteria [9] |
| 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] |
| Pier/abutment protection: | Navigation protection not required [1] |
| Culvert condition: | Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 76.5 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| November 2018 | Fair | 6 out of 10 | 32500 | 76.5 |
| November 2016 | Fair | 6 out of 10 | 33000 | 76.4 |
| November 2014 | Fair | 6 out of 10 | 32000 | 76.5 |
| November 2012 | Fair | 6 out of 10 | 27500 | 78.9 |
| November 2010 | Fair | 6 out of 10 | 29500 | 78.6 |
| November 2008 | Fair | 6 out of 10 | 31000 | 78.5 |
| November 2006 | Fair | 6 out of 10 | 27000 | 78.9 |
| November 2004 | Fair | 6 out of 10 | 32500 | 78.3 |
| April 2001 | Fair | 6 out of 10 | 25000 | 79.2 |
| January 1999 | Fair | 6 out of 10 | 22000 | 82.5 |
| April 1997 | Fair | 6 out of 10 | 22000 | 78.2 |
| June 1995 | Fair | 6 out of 10 | 22000 | 78.0 |
| April 1993 | Good | 7 out of 10 | 20028 | 78.4 |
| May 1991 | Good | 7 out of 10 | 26239 | 77.2 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
| Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
|---|---|---|---|---|---|---|
| Culvert | ||||||
| Reinforced Concrete Culvert | linear ft. | 230 | 95 | 104 | 31 | 0 |
| Bridge Rail | ||||||
| Steel or Aluminum Bridge Rail | linear ft. | 42 | 42 | 0 | 0 | 0 |
| Steel Protective Coating | sq. ft. | 42 | 42 | 0 | 0 | 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/1088497
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1088497