"B" & Somerset Sts over CONRAIL (Richmond Br)
Map
Coordinates:
+39.99180, -75.1269039°59'30" N, 75°07'37" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | "B" & Somerset Sts over CONRAIL (Richmond Br) |
Structure number: | 000000000039202 |
Old structure number: | 677301009002440 (from 1992 edition) |
Location: | "B"& Somerset Sts.3590-K2 |
Purpose: | Carries highway and pedestrian walkway over railroad |
Route classification: | Collector (Urban) [17] |
Length of largest span: | 104.0 ft. [31.7 m] |
Total length: | 111.9 ft. [34.1 m] |
Roadway width between curbs: | 39.0 ft. [11.9 m] |
Deck width edge-to-edge: | 42.7 ft. [13.0 m] |
Vertical clearance above deck: | 17.1 ft. [5.2 m] |
Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1985 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Steel [3] |
Main span design: | Arch - Thru [12] |
Deck type: | Closed Grating [4] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: February 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 5,400 [as of 2012] |
Truck traffic: | 3% of total traffic |
Deck condition: | Fair [5 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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Underclearances appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Roadway alignment appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 84.2 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
February 2017 | Fair | Fair | Satisfactory | Satisfactory | 5400 | 84.2 |
February 2015 | Fair | Fair | Satisfactory | Good | 5400 | 84.2 |
March 2013 | Fair | Satisfactory | Satisfactory | Good | 5400 | 85.2 |
March 2011 | Fair | Satisfactory | Good | Good | 5400 | 85.2 |
March 2009 | Fair | Satisfactory | Good | Good | 4500 | 85.3 |
March 2007 | Fair | Satisfactory | Good | Good | 4500 | 85.3 |
March 2005 | Fair | Satisfactory | Good | Good | 4500 | 85.3 |
March 2003 | Fair | Satisfactory | Good | Good | 4500 | 89.3 |
March 2001 | Fair | Satisfactory | Good | Good | 4500 | 91.3 |
March 1999 | Fair | Satisfactory | Good | Good | 4500 | 91.3 |
March 1997 | Fair | Satisfactory | Good | Good | 4500 | 91.3 |
March 1995 | Good | Good | Very Good | Good | 4500 | 87.3 |
March 1993 | Good | Good | Very Good | Good | 4500 | 87.3 |
March 1991 | Good | Very Good | Very Good | Good | 4500 | 87.3 |