CR 173 over ALLIGATOR CREEK
Map
Coordinates:
+32.07692, -82.7106632°04'37" N, 82°42'38" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CR 173 over ALLIGATOR CREEK |
Structure number: | 000000030950080 |
Location: | 6 MI E OF SCOTLAND |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 24.9 ft. [7.6 m] |
Total length: | 299.9 ft. [91.4 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 25.3 ft. [7.7 m] |
Owner: | County Highway Agency [02] |
Year built: | 1965 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 13.5 / H 15 [2] |
Number of main spans: | 12 |
Main spans material: | Prestressed concrete [5] |
Main spans design: | Channel beam [22] |
Deck type: | Concrete Precast Panels [2] |
Latest Available Inspection: July 2018
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 150 [as of 2011] |
Truck traffic: | 1% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
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 desirable criteria [8] |
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 with "unknown" foundation that has not been evaluated for scour. [U] |
Sufficiency rating: | 85.1 |
Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
Estimated cost of work: | $1,758,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2018 | Fair | Satisfactory | Satisfactory | Satisfactory | 150 | 85.1 |
July 2016 | Fair | Satisfactory | Satisfactory | Satisfactory | 150 | 85.1 |
July 2014 | Fair | Satisfactory | Satisfactory | Satisfactory | 150 | 85.1 |
July 2012 | Fair | Satisfactory | Satisfactory | Satisfactory | 150 | 82.6 |
July 2010 | Fair | Satisfactory | Satisfactory | Satisfactory | 1220 | 70.3 |
August 2008 | Fair | Satisfactory | Satisfactory | Satisfactory | 1220 | 70.3 |
December 2006 | Fair | Satisfactory | Satisfactory | Satisfactory | 1210 | 70.3 |
July 2004 | Poor | Satisfactory | Satisfactory | Poor | 1120 | 11.2 |
July 2002 | Fair | Satisfactory | Satisfactory | Fair | 970 | 61.4 |
August 2000 | Fair | Satisfactory | Satisfactory | Fair | 500 | 58.2 |
October 1998 | Fair | Satisfactory | Satisfactory | Fair | 420 | 58.3 |
December 1995 | Fair | Satisfactory | Satisfactory | Fair | 350 | 58.4 |
January 1994 | Fair | Fair | Fair | Fair | 350 | 57.4 |
January 1992 | Fair | Fair | Fair | Fair | 290 | 57.5 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Superstructure |
Reinforced Concrete Girder/Beam | linear ft. | 2,700 | 2,700 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Top Flange | sq. ft. | 7,536 | 0 | 7,536 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 52 | 51 | 1 | 0 | 0 |
Steel Pile | each | 44 | 0 | 44 | 0 | 0 |
Steel Protective Coating | sq. ft. | 1,612 | 106 | 0 | 1,258 | 248 |
Reinforced Concrete Pier Cap | linear ft. | 286 | 241 | 41 | 4 | 0 |
Joints |
Pourable Joint | linear ft. | 264 | 0 | 0 | 0 | 264 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 600 | 0 | 600 | 0 | 0 |