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CNTY RD / OLD WADS over US 36 ML
Map
Coordinates:
+39.90147, -105.08191
39°54'05" N, 105°04'55" W
+39.90147, -105.08191
39°54'05" N, 105°04'55" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | CNTY RD / OLD WADS over US 36 ML |
| Structure number: | E-16-YC |
| Location: | 1.5 MI S of SH128 |
| Purpose: | Carries highway and pedestrian walkway over highway |
| Route classification: | Local (Urban) [19] |
| Length of largest span: | 113.9 ft. [34.7 m] |
| Total length: | 212.3 ft. [64.7 m] |
| Roadway width between curbs: | 75.1 ft. [22.9 m] |
| Deck width edge-to-edge: | 95.1 ft. [29.0 m] |
| Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
| Skew angle: | 28° |
| Owner: | State Highway Agency [01] |
| Year built: | 2014 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Number of main spans: | 2 |
| Main spans material: | Prestressed concrete continuous [6] |
| Main spans design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
Latest Available Inspection: September 2018
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 10,403 [as of 2008] |
| Truck traffic: | 3% of total traffic |
| Deck condition: | Very Good [8 out of 9] |
| Superstructure condition: | Very Good [8 out of 9] |
| Substructure condition: | Very Good [8 out of 9] |
| Structural appraisal: | Equal to present desirable criteria [8] |
| Deck geometry appraisal: | Superior to present desirable criteria [9] |
| Underclearances appraisal: | Equal to present minimum criteria [6] |
| Roadway alignment appraisal: | Better than present minimum criteria [7] |
| Scour condition: | Bridge not over waterway. [N] |
| Sufficiency rating: | 96.5 |
| Estimated cost of work: | $334,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| September 2018 | Good | Very Good | Very Good | Very Good | 10403 | 96.5 |
| September 2016 | Good | Very Good | Very Good | Very Good | 10403 | 96.5 |
| August 2014 | Good | Very Good | Very Good | Very Good | 10403 | 96.5 |
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 | ||||||
| Prestressed Concrete Girder/Beam | linear ft. | 2,297 | 2,297 | 0 | 0 | 0 |
| Deck | ||||||
| Reinforced Concrete Deck | sq. ft. | 20,201 | 20,201 | 0 | 0 | 0 |
| Wearing Surfaces | sq. ft. | 15,900 | 15,900 | 0 | 0 | 0 |
| Concrete Protective Coating | sq. ft. | 15,900 | 15,900 | 0 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Column | each | 6 | 6 | 0 | 0 | 0 |
| Reinforced Concrete Abutment | linear ft. | 214 | 212 | 2 | 0 | 0 |
| Reinforced Concrete Pier Cap | linear ft. | 107 | 107 | 0 | 0 | 0 |
| Joints | ||||||
| Strip Seal Joint | linear ft. | 172 | 0 | 172 | 0 | 0 |
| Pourable Joint | linear ft. | 44 | 44 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Other Material Bridge Rail | linear ft. | 424 | 404 | 20 | 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/1668569
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1668569