SR1113 over GOODWIN CREEK
Map
Coordinates:
+36.20351, -76.5423836°12'13" N, 76°32'33" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR1113 over GOODWIN CREEK |
Structure number: | 000000001430017 |
Location: | 0.1 MI. N. JCT SR1114 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 42.0 ft. [12.8 m] |
Total length: | 115.2 ft. [35.1 m] |
Roadway width between curbs: | 27.2 ft. [8.3 m] |
Deck width edge-to-edge: | 29.9 ft. [9.1 m] |
Owner: | State Highway Agency [01] |
Year built: | 2015 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 9 / H 10 [1] |
Number of main spans: | 3 |
Main spans material: | Prestressed concrete [5] |
Main spans design: | Slab [01] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: November 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 80 [as of 2012] |
Truck traffic: | 6% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
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] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 100.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2017 | Good | Good | Good | Very Good | 80 | 100.0 |
November 2015 | Good | Good | Good | Very Good | 80 | 100.0 |
November 2013 | Fair | Fair | Fair | Fair | 80 | 67.3 |
November 2011 | Fair | Fair | Fair | Fair | 100 | 67.3 |
November 2009 | Fair | Fair | Satisfactory | Fair | 120 | 67.1 |
November 2007 | Fair | Fair | Satisfactory | Fair | 280 | 67.0 |
November 2005 | Fair | Satisfactory | Satisfactory | Satisfactory | 150 | 76.4 |
October 2003 | Fair | Satisfactory | Satisfactory | Fair | 150 | 66.4 |
January 2002 | Fair | Satisfactory | Satisfactory | Fair | 140 | 66.4 |
January 2000 | Fair | Satisfactory | Satisfactory | Fair | 110 | 66.4 |
January 1992 | Fair | Satisfactory | Satisfactory | Fair | 500 | 47.5 |