CR 177 over Little Creek
Map
Coordinates:
+30.90023, -85.7184030°54'01" N, 85°43'06" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CR 177 over Little Creek |
Structure number: | 520096 |
Location: | 6.2 Miles West of SR79 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 38.4 ft. [11.7 m] |
Total length: | 229.7 ft. [70.0 m] |
Roadway width between curbs: | 44.6 ft. [13.6 m] |
Deck width edge-to-edge: | 47.2 ft. [14.4 m] |
Skew angle: | 25° |
Owner: | County Highway Agency [02] |
Year built: | 1981 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 6 |
Main spans material: | Prestressed concrete [5] |
Main spans design: | Slab [01] |
Deck type: | Concrete Precast Panels [2] |
Latest Available Inspection: March 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,900 [as of 2017] |
Truck traffic: | 15% 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: | Superior to present desirable criteria [9] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
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 foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 98.4 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2017 | Fair | Satisfactory | Satisfactory | Satisfactory | 1900 | 98.4 |
March 2015 | Fair | Satisfactory | Satisfactory | Satisfactory | 1700 | 98.9 |
March 2013 | Fair | Good | Good | Satisfactory | 1600 | 98.5 |
April 2011 | Good | Good | Good | Good | 1100 | 97.8 |
May 2009 | Good | Good | Good | Good | 1100 | 98.8 |
June 2007 | Good | Good | Good | Good | 1100 | 98.8 |
July 2005 | Good | Good | Good | Good | 1100 | 98.8 |
August 2003 | Good | Good | Good | Good | 1100 | 78.2 |
September 2001 | Good | Good | Good | Good | 1100 | 78.2 |
October 1999 | Good | Good | Good | Good | 1209 | 78.1 |
October 1997 | Good | Good | Good | Good | 1209 | 77.7 |
November 1995 | Good | Good | Good | Good | 1209 | 98.6 |
November 1993 | Good | Good | Very Good | Very Good | 1209 | 98.6 |
December 1991 | Good | Good | Very Good | Very Good | 1209 | 98.6 |