SR1139 over BEAR CREEK
Map
Coordinates:
+35.82552, -80.5850435°49'32" N, 80°35'06" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR1139 over BEAR CREEK |
Structure number: | 000000000590005 |
Location: | 0.9 MI. N. JCT. SR1125 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 32.2 ft. [9.8 m] |
Total length: | 104.0 ft. [31.7 m] |
Roadway width between curbs: | 26.9 ft. [8.2 m] |
Deck width edge-to-edge: | 29.9 ft. [9.1 m] |
Skew angle: | 32° |
Owner: | State Highway Agency [01] |
Year built: | 1986 |
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: | 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: October 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,100 [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: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
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 minimum criteria [6] |
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 foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 87.5 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2018 | Good | Good | Good | Good | 1100 | 87.5 |
October 2016 | Good | Good | Good | Good | 1100 | 87.5 |
October 2014 | Good | Good | Good | Good | 1100 | 87.5 |
October 2012 | Good | Good | Good | Good | 1100 | 87.5 |
October 2010 | Good | Good | Very Good | Very Good | 1600 | 87.3 |
October 2008 | Good | Good | Very Good | Very Good | 1600 | 87.3 |
October 2006 | Good | Good | Very Good | Very Good | 1600 | 87.3 |
October 2004 | Good | Good | Very Good | Very Good | 1600 | 87.3 |
October 2002 | Good | Good | Very Good | Very Good | 1500 | 87.4 |
October 2000 | Good | Good | Very Good | Very Good | 1500 | 87.3 |
October 1998 | Good | Good | Very Good | Very Good | 1300 | 87.4 |
October 1990 | Fair | Satisfactory | Very Good | Very Good | 700 | 96.2 |