Share: 
RTE 29 over SLADE CREEK
Map
Coordinates:
+43.07715, -73.82653
43°04'38" N, 73°49'36" W
+43.07715, -73.82653
43°04'38" N, 73°49'36" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | RTE 29 over SLADE CREEK |
| Structure number: | 000000001020640 |
| Location: | 2.2 MI W JCT RTS 9 & 29 |
| Purpose: | Carries highway over waterway |
| Route classification: | Other Principal Arterial (Urban) [14] |
| Length of largest span: | 23.0 ft. [7.0 m] |
| Total length: | 24.0 ft. [7.3 m] |
| Skew angle: | 30° |
| Owner: | State Highway Agency [01] |
| Year built: | 1957 |
| Year reconstructed: | 1965 |
| Historic significance: | Historical significance is not determinable at this time [4] |
| Main span material: | Steel [3] |
| Main span design: | Culvert [19] |
| Deck type: | Not applicable [N] |
| Wearing surface: | Bituminous [6] |
Latest Available Inspection: September 2018
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 9,233 [as of 2017] |
| Truck traffic: | 6% of total traffic |
| Structural appraisal: | Better than present minimum criteria [7] |
| Water adequacy appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| 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 assessed or calculated scour conditions; field review indicates action is required. [4] |
| Sufficiency rating: | 96.7 |
| Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
| Estimated cost of work: | $259,000 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| September 2018 | Good | 7 out of 10 | 9233 | 96.7 |
| September 2016 | Good | 7 out of 10 | 11054 | 96.4 |
| August 2014 | Good | 7 out of 10 | 11712 | 96.3 |
| August 2012 | Good | 7 out of 10 | 11400 | 96.4 |
| October 2010 | Good | 7 out of 10 | 11401 | 97.4 |
| September 2008 | - | N out of 10 | 11401 | 97.4 |
| July 2006 | Good | 7 out of 10 | 8496 | 97.8 |
| July 2004 | Good | 8 out of 10 | 7171 | 98.0 |
| October 2002 | Good | 8 out of 10 | 7171 | 98.0 |
| October 2000 | Good | 8 out of 10 | 7171 | 96.0 |
| June 1998 | Good | 8 out of 10 | 7171 | 96.0 |
| September 1996 | Fair | N out of 10 | 6506 | 85.9 |
| September 1994 | Fair | N out of 10 | 8165 | 85.6 |
| August 1992 | Fair | N out of 10 | 8165 | 85.6 |
| April 1990 | Fair | N out of 10 | 7400 | 85.7 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
| Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
|---|---|---|---|---|---|---|
| Substructure | ||||||
| Reinforced Concrete Abutment | linear ft. | 124 | 0 | 124 | 0 | 0 |
| Culvert | ||||||
| Steel Culvert | linear ft. | 62 | 0 | 62 | 0 | 0 |
| Steel Protective Coating | sq. ft. | 2,000 | 0 | 1,800 | 200 | 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/1377677
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1377677