SR1200 over BR. OF PERQ.RIVER
Map
Coordinates:
+36.31274, -76.5092836°18'46" N, 76°30'33" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR1200 over BR. OF PERQ.RIVER |
Structure number: | 000000001430029 |
Location: | 0.1 MI S JCT SR1001 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 17.1 ft. [5.2 m] |
Total length: | 51.8 ft. [15.8 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 27.6 ft. [8.4 m] |
Skew angle: | 21° |
Owner: | State Highway Agency [01] |
Year built: | 1964 |
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: | Wood or timber [7] |
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: November 2017
Good/Fair/Poor Condition: | Poor |
Status: | Posted for load [P] |
Average daily traffic: | 240 [as of 2011] |
Truck traffic: | 6% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Poor [4 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: | 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 and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Bridge with "unknown" foundation that has not been evaluated for scour. [U] |
Sufficiency rating: | 36.0 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2017 | Poor | Fair | Poor | Fair | 240 | 36.0 |
November 2015 | Fair | Fair | Fair | Fair | 240 | 63.5 |
November 2013 | Fair | Fair | Fair | Fair | 240 | 63.5 |
November 2011 | Fair | Fair | Fair | Fair | 270 | 29.2 |
November 2009 | Poor | Fair | Fair | Serious | 250 | 33.9 |
November 2007 | Poor | Fair | Fair | Serious | 250 | 33.9 |
October 2005 | Poor | Fair | Fair | Serious | 260 | 29.2 |
August 2003 | Poor | Fair | Fair | Serious | 240 | 34.0 |
November 2001 | Poor | Fair | Fair | Serious | 250 | 33.9 |
February 2000 | Poor | Fair | Fair | Serious | 250 | 33.9 |
January 1992 | Fair | Satisfactory | Fair | Fair | 200 | 60.6 |