CR 2415 S over AQUILLA CRK #37
This bridge is no longer in the current National Bridge Inventory database, and has likely been demolished or abandoned.
Map
Coordinates:
+31.96354, -97.2476431°57'49" N, 97°14'52" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CR 2415 S over AQUILLA CRK #37 |
Structure number: | 091100AA0809001 |
Location: | 1.90 MI SW OF SH 22 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 64.0 ft. [19.5 m] |
Total length: | 82.0 ft. [25.0 m] |
Roadway width between curbs: | 11.8 ft. [3.6 m] |
Deck width edge-to-edge: | 12.1 ft. [3.7 m] |
Owner: | County Highway Agency [02] |
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: December 2009
Good/Fair/Poor Condition: | Poor |
Status: | Bridge closed to all traffic [K] |
Average daily traffic: | 35 [as of 2009] |
Deck condition: | Satisfactory [6 out of 9] |
Substructure condition: | Poor [4 out of 9] |
Deck geometry appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Water adequacy appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Roadway alignment appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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: | 15.5 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $261,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
December 2009 | Poor | Satisfactory | - | Poor | 35 | 15.5 |
October 1998 | Poor | Satisfactory | Poor | Satisfactory | 55 | 14.7 |
August 1990 | Fair | Very Good | Satisfactory | Fair | 50 | 14.9 |