Share: 
US 83 over Draw
Map
Coordinates:
+31.20391, -99.84500
31°12'14" N, 99°50'42" W
+31.20391, -99.84500
31°12'14" N, 99°50'42" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | US 83 over Draw |
| Structure number: | 070480003504091 |
| Location: | 7.4 MI S OF INT W/ US 67 |
| Purpose: | Carries highway over waterway |
| Route classification: | Principal Arterial - Other (Rural) [02] |
| Length of largest span: | 5.9 ft. [1.8 m] |
| Total length: | 30.8 ft. [9.4 m] |
| Roadway width between curbs: | 38.4 ft. [11.7 m] |
| Deck width edge-to-edge: | 187.0 ft. [57.0 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 2016 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18 / HS 20 [5] |
| Number of main spans: | 3 |
| Main spans material: | Concrete [1] |
| Main spans design: | Culvert [19] |
| Deck type: | Not applicable [N] |
Latest Available Inspection: June 2017
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 1,000 [as of 2016] |
| Truck traffic: | 10% of total traffic |
| Structural appraisal: | Better than present minimum criteria [7] |
| Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
| Water adequacy appraisal: | Better than present minimum criteria [7] |
| 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] |
| Culvert condition: | Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7] |
| Scour condition: | Scour calculation/evaluation has not been made. [6] |
| Sufficiency rating: | 78.0 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| June 2017 | Good | 7 out of 10 | 1000 | 78.0 |
© 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/1712701
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1712701