SR1111 over GOODWIN CREEK
Map
Coordinates:
+36.23979, -76.5508436°14'23" N, 76°33'03" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR1111 over GOODWIN CREEK |
Structure number: | 000000001430021 |
Old structure number: | 000000000143021 (from 1992 edition) |
Location: | 0.2 MI. S. JCT. SR1117 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 44.0 ft. [13.4 m] |
Total length: | 89.9 ft. [27.4 m] |
Roadway width between curbs: | 35.8 ft. [10.9 m] |
Deck width edge-to-edge: | 38.7 ft. [11.8 m] |
Owner: | State Highway Agency [01] |
Year built: | 1980 |
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: | 2 |
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: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 640 [as of 2013] |
Truck traffic: | 6% 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: | 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: | 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] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Bridge with "unknown" foundation that has not been evaluated for scour. [U] |
Sufficiency rating: | 97.8 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2017 | Fair | Satisfactory | Satisfactory | Satisfactory | 640 | 97.8 |
November 2015 | Fair | Satisfactory | Satisfactory | Satisfactory | 350 | 97.7 |
November 2013 | Fair | Satisfactory | Satisfactory | Satisfactory | 350 | 97.7 |
November 2011 | Fair | Fair | Fair | Fair | 900 | 85.1 |
November 2009 | Fair | Fair | Satisfactory | Satisfactory | 1000 | 96.2 |
November 2007 | Fair | Fair | Satisfactory | Satisfactory | 410 | 96.7 |
September 2005 | Fair | Satisfactory | Satisfactory | Satisfactory | 450 | 97.6 |
August 2003 | Fair | Satisfactory | Satisfactory | Satisfactory | 610 | 97.5 |
November 2001 | Fair | Satisfactory | Satisfactory | Satisfactory | 660 | 97.4 |
January 2000 | Fair | Satisfactory | Satisfactory | Satisfactory | 520 | 97.6 |
January 1998 | Fair | Satisfactory | Satisfactory | Satisfactory | 550 | 97.5 |
January 1996 | Fair | Satisfactory | Satisfactory | Satisfactory | 550 | 97.5 |
March 1994 | Fair | Satisfactory | Satisfactory | Satisfactory | 550 | 96.5 |
January 1992 | Fair | Satisfactory | Satisfactory | Fair | 400 | 85.6 |