Share: 
US-191NB, (SR-191) over COLORADO RIVER
Map
Coordinates:
+38.60274, -109.57671
38°36'10" N, 109°34'36" W
+38.60274, -109.57671
38°36'10" N, 109°34'36" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | US-191NB, (SR-191) over COLORADO RIVER |
| Structure number: | 1F 763 |
| Location: | 2.8 Miles North of Moab |
| Purpose: | Carries highway over waterway |
| Route classification: | Other Principal Arterial (Urban) [14] |
| Length of largest span: | 438.0 ft. [133.5 m] |
| Total length: | 1022.0 ft. [311.5 m] |
| Roadway width between curbs: | 37.1 ft. [11.3 m] |
| Deck width edge-to-edge: | 39.7 ft. [12.1 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 2010 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 22.5 / HS 25 [9] |
| Number of main spans: | 3 |
| Main spans material: | Prestressed concrete continuous [6] |
| Main spans design: | Segmental box girder [21] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Epoxy Overlay [5] |
Latest Available Inspection: September 2017
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 9,780 [as of 2014] |
| Truck traffic: | 28% 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: | Equal to present minimum criteria [6] |
| 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] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 99.5 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| September 2017 | Good | Good | Good | Good | 9780 | 99.5 |
| September 2015 | Good | Good | Good | Good | 9780 | 99.5 |
| September 2013 | Good | Good | Very Good | Good | 4343 | 99.8 |
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 Closed Web/Box Girder | linear ft. | 1,022 | 830 | 192 | 0 | 0 |
| Deck | ||||||
| Reinforced Concrete Top Flange | sq. ft. | 40,709 | 39,509 | 1,200 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Column | each | 2 | 2 | 0 | 0 | 0 |
| Reinforced Concrete Abutment | linear ft. | 80 | 78 | 2 | 0 | 0 |
| Reinforced Concrete Pile Cap/Footing | linear ft. | 3 | 0 | 3 | 0 | 0 |
| Joints | ||||||
| Strip Seal Joint | linear ft. | 80 | 0 | 56 | 4 | 20 |
| Assembly with Seal | each | 80 | 0 | 80 | 0 | 0 |
| Bearings | ||||||
| Pot Bearing | each | 12 | 0 | 12 | 0 | 0 |
| Bridge Rail | ||||||
| Reinforced Concrete Bridge Rail | linear ft. | 2,144 | 2,045 | 99 | 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/1664880
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1664880