SR1214 over UPPER LITTLE RIVER
Map
Coordinates:
+35.39333, -79.0234535°23'36" N, 79°01'24" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR1214 over UPPER LITTLE RIVER |
Structure number: | 000000000850034 |
Location: | 0.6 MI. S. JCT. SR1280 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 39.0 ft. [11.9 m] |
Total length: | 168.0 ft. [51.2 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 26.6 ft. [8.1 m] |
Owner: | State Highway Agency [01] |
Year built: | 1955 |
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: | Steel [3] |
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: | Posted for load [P] |
Average daily traffic: | 910 [as of 2013] |
Truck traffic: | 6% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
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 with "unknown" foundation that has not been evaluated for scour. [U] |
Sufficiency rating: | 31.5 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
February 2018 | Fair | Fair | Fair | Satisfactory | 910 | 31.5 |
February 2016 | Fair | Fair | Fair | Good | 380 | 39.7 |
February 2014 | Fair | Fair | Fair | Good | 380 | 39.7 |
February 2012 | Fair | Fair | Fair | Good | 380 | 43.9 |
February 2010 | Fair | Fair | Satisfactory | Satisfactory | 380 | 50.8 |
May 2008 | Fair | Fair | Satisfactory | Satisfactory | 380 | 52.9 |
April 2006 | Fair | Fair | Satisfactory | Satisfactory | 380 | 72.7 |
February 2004 | Fair | Fair | Satisfactory | Satisfactory | 380 | 75.6 |
March 2002 | Fair | Fair | Satisfactory | Satisfactory | 380 | 75.6 |
December 1999 | Fair | Fair | Satisfactory | Satisfactory | 380 | 75.6 |
January 1992 | Fair | Fair | Satisfactory | Satisfactory | 1000 | 50.9 |