Share: 
TH 92 over POPLAR RIVER
Map
Coordinates:
+47.81820, -96.06522
47°49'06" N, 96°03'55" W
+47.81820, -96.06522
47°49'06" N, 96°03'55" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | TH 92 over POPLAR RIVER |
| Structure number: | 63003 |
| Location: | 3.0 MI W OF BROOKS |
| Purpose: | Carries highway over waterway |
| Route classification: | Minor Arterial (Rural) [06] |
| Length of largest span: | 73.5 ft. [22.4 m] |
| Total length: | 75.5 ft. [23.0 m] |
| Roadway width between curbs: | 40.0 ft. [12.2 m] |
| Deck width edge-to-edge: | 43.3 ft. [13.2 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 2014 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Main span material: | Prestressed concrete [5] |
| Main span design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Low slump Concrete [4] |
Latest Available Inspection: August 2018
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 380 [as of 2016] |
| Truck traffic: | 13% of total traffic |
| Deck condition: | Good [7 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] |
| Water adequacy appraisal: | Equal to present desirable criteria [8] |
| Roadway alignment appraisal: | Better than present minimum criteria [7] |
| 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 assessed or calculated scour condition. [5] |
| Sufficiency rating: | 94.9 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| August 2018 | Good | Good | Very Good | Very Good | 380 | 94.9 |
| August 2016 | Good | Very Good | Excellent | Excellent | 315 | 94.9 |
| August 2015 | Good | Excellent | Excellent | Excellent | 315 | 94.9 |
| January 2014 | Good | Excellent | Excellent | Excellent | 315 | 92.9 |
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. | 374 | 374 | 0 | 0 | 0 |
| Deck | ||||||
| Reinforced Concrete Deck | sq. ft. | 3,279 | 3,277 | 2 | 0 | 0 |
| Wearing Surfaces | sq. ft. | 3,027 | 2,983 | 44 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Abutment | linear ft. | 136 | 126 | 10 | 0 | 0 |
| Joints | ||||||
| Pourable Joint | linear ft. | 200 | 200 | 0 | 0 | 0 |
| Bearings | ||||||
| Fixed Bearing | each | 10 | 10 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Reinforced Concrete Bridge Rail | linear ft. | 180 | 180 | 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/1673231
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1673231