CR-315 over Mill Creek
Map
Coordinates:
+29.39667, -81.9673029°23'48" N, 81°58'02" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CR-315 over Mill Creek |
Structure number: | 364056 |
Location: | 2.3 mi North of CR-316 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 27.2 ft. [8.3 m] |
Total length: | 82.0 ft. [25.0 m] |
Roadway width between curbs: | 40.0 ft. [12.2 m] |
Deck width edge-to-edge: | 42.7 ft. [13.0 m] |
Skew angle: | 19° |
Owner: | County Highway Agency [02] |
Year built: | 1979 |
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: | 3 |
Main spans material: | Prestressed concrete continuous [6] |
Main spans design: | Slab [01] |
Deck type: | Concrete Precast Panels [2] |
Latest Available Inspection: February 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 3,632 [as of 2014] |
Truck traffic: | 5% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
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 foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 89.8 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
February 2018 | Good | Good | Good | Good | 3632 | 89.8 |
February 2016 | Good | Good | Good | Good | 3632 | 89.8 |
February 2014 | Good | Good | Good | Good | 3632 | 89.8 |
February 2012 | Good | Good | Good | Good | 3632 | 89.8 |
February 2010 | Good | Good | Good | Good | 3632 | 89.8 |
February 2008 | Good | Good | Good | Good | 3632 | 89.8 |
March 2006 | Good | Good | Good | Good | 3632 | 89.8 |
March 2004 | Good | Good | Good | Good | 3632 | 89.8 |
March 2002 | Good | Good | Very Good | Good | 3632 | 90.8 |
February 2000 | Good | Good | Very Good | Good | 1925 | 94.6 |
February 1998 | Good | Good | Very Good | Good | 1917 | 94.6 |
February 1996 | Good | Good | Very Good | Good | 1900 | 93.7 |
January 1994 | Good | Good | Very Good | Good | 2300 | 93.8 |
January 1992 | Good | Very Good | Very Good | Good | 1500 | 83.9 |