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Main Street over SMITH Creek
Map
Coordinates:
+37.81578, -79.82514
37°48'57" N, 79°49'31" W
+37.81578, -79.82514
37°48'57" N, 79°49'31" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | Main Street over SMITH Creek |
| Structure number: | 000000000027731 |
| Location: | .01 commercial-.01Ridgewa |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Collector (Urban) [17] |
| Length of largest span: | 56.1 ft. [17.1 m] |
| Total length: | 168.0 ft. [51.2 m] |
| Roadway width between curbs: | 33.1 ft. [10.1 m] |
| Deck width edge-to-edge: | 51.8 ft. [15.8 m] |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 2012 |
| 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: | 5 |
| Main spans material: | Prestressed concrete [5] |
| Main spans design: | Box beam or girders - Multiple [05] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Epoxy Overlay [5] |
Latest Available Inspection: January 2017
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 4,900 [as of 2010] |
| Truck traffic: | 2% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Very Good [8 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: | 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] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 78.4 |
| Estimated cost of work: | $31,000,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| January 2017 | Fair | Satisfactory | Very Good | Good | 4900 | 78.4 |
| January 2015 | Fair | Satisfactory | Very Good | Good | 4900 | 78.4 |
| January 2013 | Good | Very Good | Very Good | Very Good | 4900 | 78.4 |
© 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/1665036
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1665036