Share: 
CONCORD RD over SMITH CREEK
Map
Coordinates:
+36.65694, -85.10639
36°39'25" N, 85°06'23" W
+36.65694, -85.10639
36°39'25" N, 85°06'23" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | CONCORD RD over SMITH CREEK |
| Structure number: | 027C00004N |
| Location: | 0.3 MILE NE OF US 127 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 23.0 ft. [7.0 m] |
| Total length: | 66.9 ft. [20.4 m] |
| Roadway width between curbs: | 14.4 ft. [4.4 m] |
| Deck width edge-to-edge: | 15.1 ft. [4.6 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1974 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | M 18 / H 20 [4] |
| Number of main spans: | 2 |
| Main spans material: | Concrete [1] |
| Main spans design: | Box beam or girders - Multiple [05] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
Latest Available Inspection: March 2018
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 111 [as of 2010] |
| Truck traffic: | 11% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Structural appraisal: | Equal to present minimum criteria [6] |
| Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
| Water adequacy appraisal: | Equal to present minimum criteria [6] |
| Roadway alignment appraisal: | Equal to present minimum criteria [6] |
| 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: | 79.2 |
| Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
| Estimated cost of work: | $126,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| March 2018 | Fair | Satisfactory | Satisfactory | Satisfactory | 111 | 79.2 |
| March 2016 | Fair | Satisfactory | Satisfactory | Satisfactory | 111 | 80.5 |
| March 2014 | Fair | Satisfactory | Fair | Satisfactory | 111 | 69.5 |
| March 2012 | Fair | Satisfactory | Satisfactory | Satisfactory | 111 | 58.5 |
| March 2010 | Fair | Satisfactory | Satisfactory | Satisfactory | 80 | 62.5 |
| March 2008 | Fair | Satisfactory | Satisfactory | Satisfactory | 80 | 59.0 |
| February 2006 | Fair | Satisfactory | Satisfactory | Satisfactory | 50 | 52.0 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
| Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
|---|---|---|---|---|---|---|
| Superstructure | ||||||
| Reinforced Concrete Closed Web/Box Girder | linear ft. | 335 | 283 | 42 | 10 | 0 |
| Deck | ||||||
| Reinforced Concrete Top Flange | sq. ft. | 1,010 | 1,010 | 0 | 0 | 0 |
| Wearing Surfaces | sq. ft. | 994 | 976 | 18 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Pier Wall | linear ft. | 39 | 31 | 8 | 0 | 0 |
| Reinforced Concrete Abutment | linear ft. | 39 | 34 | 5 | 0 | 0 |
| Bridge Rail | ||||||
| Steel or Aluminum Bridge Rail | linear ft. | 128 | 0 | 128 | 0 | 0 |
| Steel Protective Coating | sq. ft. | 640 | 0 | 640 | 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/1209818
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1209818