GORDON HOLLOW DR over GORDON HOLLOW CR
Map
Coordinates:
+36.50632, -94.2903436°30'23" N, 94°17'25" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | GORDON HOLLOW DR over GORDON HOLLOW CR |
Structure number: | 33668 |
Location: | S 33 T 21 N R 31 W |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 105.0 ft. [32.0 m] |
Total length: | 111.9 ft. [34.1 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 24.6 ft. [7.5 m] |
Skew angle: | 35° |
Owner: | County Highway Agency [02] |
Year built: | 2009 |
Historic significance: | Historical significance is not determinable at this time [4] |
Main span material: | Prestressed concrete [5] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: February 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 250 [as of 2016] |
Truck traffic: | 10% of total traffic |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Excellent [9 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
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: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Channel protection: | There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 94.5 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
February 2018 | Good | Very Good | Excellent | Very Good | 250 | 94.5 |
February 2016 | Good | Very Good | Excellent | Excellent | 250 | 94.5 |
January 2014 | Good | Excellent | Excellent | Excellent | 250 | 94.5 |