Cranehill Drive over Ivy Creek
Map
Coordinates:
+37.41822, -79.1901137°25'06" N, 79°11'24" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Cranehill Drive over Ivy Creek |
Structure number: | 000000000020503 |
Location: | 0.35LINKHORN/0.01LANGHORN |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Minor Arterial (Urban) [16] |
Length of largest span: | 86.9 ft. [26.5 m] |
Total length: | 222.1 ft. [67.7 m] |
Roadway width between curbs: | 33.1 ft. [10.1 m] |
Deck width edge-to-edge: | 39.7 ft. [12.1 m] |
Skew angle: | 45° |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1963 |
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: | Steel [3] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: June 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,763 [as of 2014] |
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: | Basically intolerable requiring high priority of replacement [2] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 80.5 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2017 | Good | Good | Good | Good | 1763 | 80.5 |
June 2015 | Good | Good | Good | Very Good | 1763 | 80.5 |
June 2013 | Good | Good | Good | Good | 2200 | 80.3 |
June 2011 | Good | Very Good | Very Good | Very Good | 2200 | 80.3 |
June 2009 | Good | Very Good | Very Good | Very Good | 2300 | 80.3 |
June 2007 | Good | Very Good | Very Good | Very Good | 2300 | 80.3 |
June 2005 | Good | Excellent | Excellent | Very Good | 2300 | 80.3 |
August 2004 | - | - | - | - | 8612 | 73.9 |
August 2002 | Poor | Poor | Good | Satisfactory | 8612 | 70.8 |
August 2000 | Fair | Fair | Good | Satisfactory | 8612 | 72.9 |
August 1998 | Fair | Satisfactory | Good | Satisfactory | 8612 | 73.9 |
August 1996 | Fair | Good | Good | Satisfactory | 8612 | 73.9 |
August 1994 | Fair | Good | Good | Satisfactory | 8612 | 74.0 |
August 1992 | Good | Good | Good | Good | 6930 | 73.6 |
September 1990 | Good | Good | Good | Good | 6930 | 68.9 |