Share: 
AIRPORT ROAD over WEST FORK SAND CREEK
Map
Coordinates:
+38.82481, -104.72948
38°49'29" N, 104°43'46" W
+38.82481, -104.72948
38°49'29" N, 104°43'46" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | AIRPORT ROAD over WEST FORK SAND CREEK |
| Structure number: | CSG-L.59-08.08 |
| Location: | 0.4 MI W OF POWERS BLVD. |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Minor Arterial (Urban) [16] |
| Length of largest span: | 7.9 ft. [2.4 m] |
| Total length: | 42.0 ft. [12.8 m] |
| Roadway width between curbs: | 65.9 ft. [20.1 m] |
| Deck width edge-to-edge: | 86.0 ft. [26.2 m] |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1979 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Number of main spans: | 5 |
| Main spans material: | Concrete [1] |
| Main spans design: | Culvert [19] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
Latest Available Inspection: May 2018
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 14,202 [as of 2017] |
| Truck traffic: | 6% of total traffic |
| Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Deck geometry appraisal: | Better than present minimum criteria [7] |
| Water adequacy appraisal: | Better than present minimum criteria [7] |
| 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] |
| Culvert condition: | Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 80.3 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| May 2018 | Fair | 6 out of 10 | 14202 | 80.3 |
| May 2014 | Fair | 6 out of 10 | 13770 | 93.1 |
| June 2010 | Fair | 6 out of 10 | 15387 | 92.8 |
| April 2006 | Fair | 6 out of 10 | 13618 | 93.1 |
| April 2002 | Good | 8 out of 10 | 10562 | 93.5 |
| June 2000 | Good | 7 out of 10 | 10562 | 95.5 |
| September 1999 | Good | 8 out of 10 | 10562 | 91.0 |
| September 1998 | Good | 8 out of 10 | 10562 | 91.0 |
| October 1996 | Good | 8 out of 10 | 7906 | 90.0 |
| July 1994 | Good | 8 out of 10 | 7906 | 92.0 |
| October 1992 | Good | 8 out of 10 | 7906 | 94.0 |
| July 1990 | Good | 8 out of 10 | 4193 | 95.4 |
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. | 430 | 201 | 227 | 2 | 0 |
| Bridge Rail | ||||||
| Steel or Aluminum Bridge Rail | linear ft. | 84 | 84 | 0 | 0 | 0 |
| Steel Protective Coating | sq. ft. | 84 | 67 | 17 | 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/1065573
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1065573