REDLAWN ROAD over ALLENS CREEK
Map
Coordinates:
+36.62558, -78.2949736°37'32" N, 78°17'42" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | REDLAWN ROAD over ALLENS CREEK |
Structure number: | 000000000011957 |
Location: | .4 FR 4 & 2.3 TO 669 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 44.0 ft. [13.4 m] |
Total length: | 129.9 ft. [39.6 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 28.9 ft. [8.8 m] |
Owner: | State Highway Agency [01] |
Year built: | 1956 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Number of main spans: | 3 |
Main spans material: | Concrete [1] |
Main spans design: | Tee beam [04] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: July 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 88 [as of 2014] |
Truck traffic: | 11% 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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 90.5 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2018 | Fair | Satisfactory | Satisfactory | Satisfactory | 88 | 90.5 |
July 2016 | Fair | Satisfactory | Good | Satisfactory | 88 | 90.5 |
July 2014 | Fair | Satisfactory | Good | Satisfactory | 93 | 90.5 |
July 2012 | Fair | Satisfactory | Good | Satisfactory | 93 | 90.5 |
July 2010 | Fair | Satisfactory | Good | Satisfactory | 93 | 88.8 |
July 2008 | Fair | Satisfactory | Good | Satisfactory | 93 | 89.8 |
July 2006 | Fair | Satisfactory | Good | Satisfactory | 128 | 82.3 |
July 2004 | Fair | Satisfactory | Good | Satisfactory | 136 | 82.3 |
July 2002 | Fair | Satisfactory | Good | Satisfactory | 129 | 82.3 |
July 2000 | Fair | Satisfactory | Good | Satisfactory | 145 | 82.3 |
July 1998 | Fair | Satisfactory | Good | Fair | 145 | 71.2 |
July 1996 | Fair | Satisfactory | Good | Satisfactory | 136 | 82.3 |
July 1994 | Fair | Good | Very Good | Satisfactory | 136 | 81.8 |
July 1992 | Good | Very Good | Very Good | Very Good | 127 | 81.8 |
July 1990 | Good | Very Good | Very Good | Very Good | 155 | 81.8 |