BOILING SPR. RD. over CHOCCOLOCCO CREEK
This bridge is no longer in the current National Bridge Inventory database, and has likely been demolished or abandoned.
Map
Coordinates:
+33.60651, -85.7902533°36'23" N, 85°47'25" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | BOILING SPR. RD. over CHOCCOLOCCO CREEK |
Structure number: | 000817 |
Old structure number: | 0000008108010X0 (from 1992 edition) |
Location: | 1 MI S US 78 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 106.0 ft. [32.3 m] |
Total length: | 170.9 ft. [52.1 m] |
Roadway width between curbs: | 12.1 ft. [3.7 m] |
Deck width edge-to-edge: | 12.1 ft. [3.7 m] |
Vertical clearance above deck: | 15.4 ft. [4.7 m] |
Owner: | County Highway Agency [02] |
Year built: | 1930 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span material: | Wood or timber [7] |
Main span design: | Truss - Thru [10] |
Deck type: | Wood or Timber [8] |
Wearing surface: | Wood or Timber [7] |
Latest Available Inspection: September 2002
Good/Fair/Poor Condition: | Poor |
Status: | Bridge closed to all traffic [K] |
Average daily traffic: | 1,200 [as of 1993] |
Truck traffic: | 1% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Serious [3 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
Scour condition: | Bridge with "unknown" foundation that has not been evaluated for scour. [U] |
Sufficiency rating: | 2.0 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $774,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2002 | Poor | Fair | Serious | Satisfactory | 1200 | 2.0 |
November 2000 | Poor | Fair | Serious | Satisfactory | 1200 | 2.0 |
July 1998 | Poor | Fair | Poor | Satisfactory | 1200 | 2.0 |
December 1996 | Poor | Fair | Poor | Satisfactory | 1200 | 2.0 |
January 1995 | Poor | Fair | Poor | Satisfactory | 1200 | 2.0 |
January 1993 | Poor | Satisfactory | Poor | Satisfactory | 1200 | 3.0 |
January 1992 | Poor | Fair | Poor | Good | 500 | 2.6 |