SR1127 over BLOOD RUN CREEK
Map
Coordinates:
+35.70441, -79.5367935°42'16" N, 79°32'12" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR1127 over BLOOD RUN CREEK |
Structure number: | 000000000370252 |
Location: | 0.4 MI. S. JCT. SR1102 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 40.0 ft. [12.2 m] |
Total length: | 81.0 ft. [24.7 m] |
Roadway width between curbs: | 19.0 ft. [5.8 m] |
Deck width edge-to-edge: | 20.0 ft. [6.1 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: | Wood or Timber [8] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: September 2018
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 200 [as of 2014] |
Truck traffic: | 6% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Deck geometry appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
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: | 44.1 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2018 | Fair | Satisfactory | Fair | Fair | 200 | 44.1 |
September 2016 | Fair | Fair | Fair | Fair | 200 | 45.1 |
September 2014 | Fair | Fair | Fair | Fair | 200 | 45.1 |
October 2012 | Fair | Good | Fair | Fair | 180 | 46.1 |
October 2010 | Fair | Satisfactory | Satisfactory | Fair | 100 | 58.1 |
September 2008 | Fair | Satisfactory | Satisfactory | Fair | 110 | 44.1 |
September 2006 | Fair | Satisfactory | Satisfactory | Fair | 110 | 40.2 |
July 2004 | Fair | Satisfactory | Very Good | Satisfactory | 150 | 50.1 |
August 2002 | Fair | Good | Very Good | Satisfactory | 150 | 50.1 |
September 2000 | Fair | Good | Very Good | Satisfactory | 140 | 50.1 |
May 1998 | Fair | Good | Very Good | Satisfactory | 150 | 50.1 |
May 1990 | Fair | Good | Very Good | Satisfactory | 200 | 51.1 |