SR1204 over PEMBROKE CREEK
Map
Coordinates:
+36.05789, -76.6264636°03'28" N, 76°37'35" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR1204 over PEMBROKE CREEK |
Structure number: | 000000000410002 |
Location: | 0.5MI.N.JCT.SR 1201 |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 23.0 ft. [7.0 m] |
Total length: | 316.0 ft. [96.3 m] |
Roadway width between curbs: | 28.2 ft. [8.6 m] |
Deck width edge-to-edge: | 36.4 ft. [11.1 m] |
Owner: | State Highway Agency [01] |
Year built: | 1951 |
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: | 14 |
Main spans material: | Steel continuous [4] |
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: December 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, would be posted or closed except for temporary shoring [D] |
Average daily traffic: | 3,700 [as of 2015] |
Truck traffic: | 6% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Fair [5 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 foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 80.0 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
December 2018 | Fair | Fair | Fair | Fair | 3700 | 80.0 |
December 2016 | Fair | Fair | Fair | Fair | 3800 | 28.9 |
December 2014 | Fair | Fair | Fair | Fair | 3600 | 29.4 |
December 2012 | Fair | Fair | Fair | Fair | 3600 | 29.4 |
December 2010 | Fair | Fair | Fair | Fair | 3800 | 74.0 |
December 2008 | Fair | Fair | Fair | Fair | 4300 | 73.5 |
November 2007 | Fair | Fair | Fair | Fair | 4200 | 74.8 |
February 2007 | Fair | Fair | Fair | Fair | 3900 | 72.7 |
May 2005 | Fair | Fair | Fair | Fair | 3900 | 72.7 |
July 2003 | Fair | Fair | Fair | Fair | 4100 | 55.1 |
January 2001 | Fair | Fair | Fair | Fair | 3700 | 52.7 |
February 1999 | Fair | Fair | Fair | Fair | 4000 | 52.3 |
January 1991 | Fair | Fair | Fair | Fair | 4600 | 40.1 |