Share: 
ROCK CREEK BLVD over ROCK CREEK
Map
Coordinates:
+34.78333, -86.78333
34°46'60" N, 86°46'60" W
+34.78333, -86.78333
34°46'60" N, 86°46'60" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.
Information not verified. Use at your own risk.
Facts
| Name: | ROCK CREEK BLVD over ROCK CREEK |
| Structure number: | 019734 |
| Location: | 2.5 MILE NORTH U.S.72 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Urban) [19] |
| Length of largest span: | 9.8 ft. [3.0 m] |
| Total length: | 31.5 ft. [9.6 m] |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 2005 |
| 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: | 3 |
| Main spans material: | Concrete [1] |
| Main spans design: | Culvert [19] |
| Deck type: | Not applicable [N] |
Latest Available Inspection: January 2016
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 400 [as of 2013] |
| Truck traffic: | 1% of total traffic |
| Structural appraisal: | Better than present minimum criteria [7] |
| Water adequacy appraisal: | Better than present minimum criteria [7] |
| Roadway alignment appraisal: | Equal to present minimum criteria [6] |
| Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
| 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] |
| Operating rating: | 97.8 tons [88.9 metric tons] |
| Inventory rating: | 97.8 tons [88.9 metric tons] |
| Sufficiency rating: | 96.9 |
| Estimated cost of work: | $455,000 |
Previous Inspections
| Date | Suff. Rating | Condition | Culvert Condition | SD/FO | ADT |
|---|---|---|---|---|---|
| January 2016 | 96.9 | Good | 7 out of 10 | - | 400 |
| January 2014 | 96.9 | Good | 7 out of 10 | - | 400 |
| January 2012 | 96.9 | Good | 7 out of 10 | - | 400 |
| January 2010 | 96.9 | Good | 7 out of 10 | - | 400 |
| January 2008 | 96.9 | Good | 7 out of 10 | - | 350 |
| January 2006 | 96.9 | Good | 7 out of 10 | - | 350 |
© Copyright 2012-18, 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/1016800
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1016800