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SR-100 over STRIPPER SWAMP
Map
Coordinates:
+29.67389, -81.71107
29°40'26" N, 81°42'40" W
+29.67389, -81.71107
29°40'26" N, 81°42'40" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | SR-100 over STRIPPER SWAMP |
| Structure number: | 760062 |
| Location: | 0.27 MI. E. OF CR-309-C |
| Purpose: | Carries highway over waterway |
| Route classification: | Minor Arterial (Rural) [06] |
| Length of largest span: | 11.8 ft. [3.6 m] |
| Total length: | 37.4 ft. [11.4 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 2007 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Number of main spans: | 3 |
| Main spans material: | Concrete [1] |
| Main spans design: | Culvert [19] |
| Deck type: | Not applicable [N] |
Latest Available Inspection: May 2017
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 8,400 [as of 2016] |
| Truck traffic: | 13% of total traffic |
| Structural appraisal: | Better than present minimum criteria [7] |
| 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: | 88.6 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| May 2017 | Good | 7 out of 10 | 8400 | 88.6 |
| May 2015 | Good | 7 out of 10 | 7800 | 89.4 |
| May 2013 | Good | 7 out of 10 | 7800 | 89.4 |
| May 2011 | Good | 7 out of 10 | 7400 | 89.9 |
| May 2009 | Good | 7 out of 10 | 7800 | 89.4 |
| May 2007 | Good | 8 out of 10 | 9200 | 87.5 |
© 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/1086205
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1086205