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SH 128 (120TH AVE) over US 36 ML
Map
Coordinates:
+39.91119, -105.08884
39°54'40" N, 105°05'20" W
+39.91119, -105.08884
39°54'40" N, 105°05'20" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | SH 128 (120TH AVE) over US 36 ML |
| Structure number: | E-16-XU |
| Location: | 120TH AVE AND US 36 |
| Purpose: | Carries highway and pedestrian walkway over highway |
| Route classification: | Minor Arterial (Urban) [16] |
| Length of largest span: | 148.6 ft. [45.3 m] |
| Total length: | 299.2 ft. [91.2 m] |
| Roadway width between curbs: | 82.0 ft. [25.0 m] |
| Deck width edge-to-edge: | 129.9 ft. [39.6 m] |
| Vertical clearance below bridge: | 52.5 ft. [16.0 m] |
| Skew angle: | 36° |
| Owner: | State Highway Agency [01] |
| Year built: | 2011 |
| 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 Precast Panels [2] |
| Wearing surface: | Bituminous [6] |
Latest Available Inspection: August 2017
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 16,000 [as of 2011] |
| Truck traffic: | 4% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Structural appraisal: | Better than present minimum criteria [7] |
| Deck geometry appraisal: | Superior to present desirable criteria [9] |
| Underclearances appraisal: | Superior to present desirable criteria [9] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| Scour condition: | Bridge not over waterway. [N] |
| Sufficiency rating: | 98.5 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| August 2017 | Good | Good | Good | Good | 16000 | 98.5 |
| July 2015 | Good | Very Good | Very Good | Very Good | 16000 | 97.5 |
| January 2011 | Good | Very Good | Very Good | Very Good | 16000 | 98.5 |
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. | 5,346 | 5,096 | 250 | 0 | 0 |
| Deck | ||||||
| Reinforced Concrete Deck | sq. ft. | 38,883 | 38,883 | 0 | 0 | 0 |
| Wearing Surfaces | sq. ft. | 24,526 | 23,526 | 1,000 | 0 | 0 |
| Concrete Protective Coating | sq. ft. | 24,526 | 24,526 | 0 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Column | each | 7 | 7 | 0 | 0 | 0 |
| Reinforced Concrete Abutment | linear ft. | 289 | 118 | 170 | 1 | 0 |
| Reinforced Concrete Pier Cap | linear ft. | 149 | 129 | 20 | 0 | 0 |
| Joints | ||||||
| Strip Seal Joint | linear ft. | 289 | 0 | 265 | 24 | 0 |
| Pourable Joint | linear ft. | 289 | 289 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Reinforced Concrete Bridge Rail | linear ft. | 598 | 598 | 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/1646459
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1646459