CR 750N over Flatrock River
This bridge is no longer in the current National Bridge Inventory database, and has likely been demolished or abandoned.
Map
Coordinates:
+39.42306, -85.5688939°25'23" N, 85°34'08" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CR 750N over Flatrock River |
Structure number: | 1600010 |
Location: | 0.4 NE of CR 580W |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 143.1 ft. [43.6 m] |
Total length: | 150.6 ft. [45.9 m] |
Roadway width between curbs: | 15.7 ft. [4.8 m] |
Deck width edge-to-edge: | 15.7 ft. [4.8 m] |
Vertical clearance above deck: | 18.0 ft. [5.5 m] |
Owner: | County Highway Agency [02] |
Year built: | 1904 |
Historic significance: | Bridge is possibly eligible for the National Register of Historic Places [3] |
Main span material: | Steel [3] |
Main span design: | Truss - Thru [10] |
Deck type: | Wood or Timber [8] |
Wearing surface: | Wood or Timber [7] |
Latest Available Inspection: August 2009
Good/Fair/Poor Condition: | Poor |
Status: | Bridge closed to all traffic [K] |
Average daily traffic: | 108 [as of 2005] |
Truck traffic: | 6% of total traffic |
Superstructure condition: | Poor [4 out of 9] |
Substructure condition: | Serious [3 out of 9] |
Deck geometry appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
Scour condition: | Bridge is scour critical; bridge foundations determined to be unstable. [3] |
Sufficiency rating: | 16.9 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $577,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2009 | Poor | - | Poor | Serious | 108 | 16.9 |
April 1999 | Poor | Poor | Poor | Fair | 100 | 19.5 |
January 1991 | Poor | Poor | Poor | Fair | 100 | 19.7 |