Warren Mtn. Rd. over Big Creek
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Warren Mtn. Rd. over Big Creek |
Structure number: | 000000000023942 |
Location: | 1.84 Mi. N. Tylar Rd. Jct |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 12.1 ft. [3.7 m] |
Total length: | 81.0 ft. [24.7 m] |
Roadway width between curbs: | 20.3 ft. [6.2 m] |
Deck width edge-to-edge: | 24.6 ft. [7.5 m] |
Owner: | County Highway Agency [02] |
Year built: | 2017 |
Historic significance: | Historical significance is not determinable at this time [4] |
Number of main spans: | 6 |
Main spans material: | Concrete [1] |
Main spans design: | Culvert [19] |
Deck type: | Not applicable [N] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: January 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 25 [as of 2017] |
Truck traffic: | 1% of total traffic |
Structural appraisal: | Equal to present desirable criteria [8] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
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] |
Pier/abutment protection: | Navigation protection not required [1] |
Culvert condition: | No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. [8] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 96.0 |
Previous Inspections
Date | Condition | Culvert Condition | ADT | Suff. Rating |
---|
January 2018 | Good | 8 out of 10 | 25 | 96.0 |