SR1107 over INDIAN TOWN CREEK
Map
Coordinates:
+36.34947, -76.0730436°20'58" N, 76°04'23" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR1107 over INDIAN TOWN CREEK |
Structure number: | 000000000290008 |
Location: | .3 MI.N. OF JCT.SR1211 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 39.0 ft. [11.9 m] |
Total length: | 111.9 ft. [34.1 m] |
Roadway width between curbs: | 30.2 ft. [9.2 m] |
Deck width edge-to-edge: | 33.1 ft. [10.1 m] |
Owner: | State Highway Agency [01] |
Year built: | 2005 |
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: October 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,400 [as of 2015] |
Truck traffic: | 6% of total traffic |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
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] |
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: | 94.3 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2018 | Good | Very Good | Very Good | Good | 1400 | 94.3 |
October 2016 | Good | Very Good | Very Good | Good | 610 | 99.6 |
October 2014 | Good | Very Good | Very Good | Very Good | 610 | 99.6 |
October 2012 | Good | Good | Good | Good | 1100 | 94.5 |
October 2010 | Good | Good | Very Good | Very Good | 1300 | 94.4 |
October 2008 | Good | Good | Very Good | Very Good | 1500 | 94.2 |
November 2006 | Good | Very Good | Very Good | Very Good | 640 | 99.6 |
October 2004 | Poor | Fair | Satisfactory | Poor | 520 | 47.1 |
October 2002 | Poor | Fair | Satisfactory | Poor | 660 | 46.9 |
December 2000 | Poor | Fair | Satisfactory | Poor | 870 | 40.2 |
December 1998 | Fair | Fair | Satisfactory | Fair | 690 | 60.2 |
November 1990 | Poor | Fair | Satisfactory | Poor | 600 | 48.4 |