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SH 96 ML over DRAW
Map
Coordinates:
+38.44568, -102.46096
38°26'44" N, 102°27'39" W
+38.44568, -102.46096
38°26'44" N, 102°27'39" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | SH 96 ML over DRAW |
| Structure number: | K-27-B |
| Location: | 15.45 MI E OF JCT SH 287 |
| Purpose: | Carries highway over waterway |
| Route classification: | Minor Arterial (Rural) [06] |
| Length of largest span: | 5.9 ft. [1.8 m] |
| Total length: | 20.3 ft. [6.2 m] |
| Roadway width between curbs: | 36.1 ft. [11.0 m] |
| Deck width edge-to-edge: | 38.4 ft. [11.7 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1980 |
| 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: | 3 |
| Main spans material: | Concrete [1] |
| Main spans design: | Culvert [19] |
| Deck type: | Not applicable [N] |
Latest Available Inspection: June 2018
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 420 [as of 2011] |
| Truck traffic: | 31% of total traffic |
| Structural appraisal: | Better than present minimum criteria [7] |
| Deck geometry 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: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
| 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: | 99.6 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| June 2018 | Good | 7 out of 10 | 420 | 99.6 |
| June 2014 | Good | 7 out of 10 | 420 | 99.6 |
| June 2010 | Good | 7 out of 10 | 500 | 99.5 |
| April 2006 | Good | 7 out of 10 | 500 | 99.5 |
| April 2002 | Good | 7 out of 10 | 584 | 99.4 |
| June 1998 | Good | 7 out of 10 | 567 | 99.4 |
| March 1996 | Good | 7 out of 10 | 380 | 99.6 |
| April 1994 | Good | 7 out of 10 | 520 | 99.5 |
| April 1991 | Good | 8 out of 10 | 550 | 99.4 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
| Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
|---|---|---|---|---|---|---|
| Culvert | ||||||
| Reinforced Concrete Culvert | linear ft. | 116 | 100 | 15 | 1 | 0 |
| Bridge Rail | ||||||
| Steel or Aluminum Bridge Rail | linear ft. | 43 | 43 | 0 | 0 | 0 |
| Steel Protective Coating | sq. ft. | 43 | 43 | 0 | 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/1069388
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1069388