NORTH RIPLEY over SCL RR
Map
Coordinates:
+32.40833, -86.2833332°24'30" N, 86°16'60" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | NORTH RIPLEY over SCL RR |
Structure number: | 001554 |
Old structure number: | 0000001151M0290 (from 1992 edition) |
Location: | 6.5 MI N OF S CITY LIMITS |
Purpose: | Carries highway and pedestrian walkway over railroad |
Route classification: | Minor Arterial (Urban) [16] |
Length of largest span: | 39.0 ft. [11.9 m] |
Total length: | 188.0 ft. [57.3 m] |
Roadway width between curbs: | 36.1 ft. [11.0 m] |
Deck width edge-to-edge: | 41.7 ft. [12.7 m] |
Vertical clearance below bridge: | 19.7 ft. [6.0 m] |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1937 |
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: | 3 |
Main spans material: | Steel continuous [4] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: February 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 9,100 [as of 1993] |
Truck traffic: | 2% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Underclearances appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 81.0 |
Recommended work: | Widening of existing bridge or other major structure without deck rehabilitation or replacement [33] |
Estimated cost of work: | $2,092,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
February 2018 | Fair | Satisfactory | Fair | Fair | 9100 | 81.0 |
February 2016 | Fair | Satisfactory | Fair | Fair | 9100 | 81.0 |
February 2014 | Fair | Satisfactory | Fair | Fair | 9100 | 81.0 |
February 2012 | Fair | Satisfactory | Fair | Fair | 9100 | 81.0 |
February 2010 | Fair | Satisfactory | Fair | Fair | 9100 | 60.1 |
February 2008 | Fair | Satisfactory | Fair | Fair | 9100 | 60.1 |
February 2006 | Fair | Satisfactory | Satisfactory | Satisfactory | 9100 | 71.3 |
February 2004 | Good | Good | Good | Good | 9100 | 71.3 |
January 2002 | Good | Good | Good | Good | 9100 | 71.3 |
October 2000 | Good | Good | Good | Good | 9100 | 71.3 |
August 1998 | Good | Good | Good | Good | 9100 | 71.5 |
August 1996 | Good | Good | Good | Good | 9100 | 71.3 |
January 1995 | Good | Good | Good | Good | 9100 | 71.6 |
November 1992 | Good | Good | Good | Good | 9100 | 70.6 |
August 1990 | Good | Good | Good | Good | 9100 | 77.7 |