Town Point Road over SR164 & CWRR
Map
Coordinates:
+36.86973, -76.4010636°52'11" N, 76°24'04" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Town Point Road over SR164 & CWRR |
Structure number: | 000000000021195 |
Location: | 0.2 MI.FR.CHURCHLANDBLVD |
Purpose: | Carries highway and pedestrian walkway over highway and railroad |
Route classification: | Minor Arterial (Urban) [16] |
Length of largest span: | 64.6 ft. [19.7 m] |
Total length: | 268.1 ft. [81.7 m] |
Roadway width between curbs: | 62.0 ft. [18.9 m] |
Deck width edge-to-edge: | 86.6 ft. [26.4 m] |
Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
Skew angle: | 2° |
Owner: | State Highway Agency [01] |
Year built: | 1989 |
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: | 5 |
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: November 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 20,385 [as of 2014] |
Truck traffic: | 1% of total traffic |
Deck condition: | Satisfactory [6 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] |
Underclearances appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 98.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2017 | Fair | Satisfactory | Good | Good | 20385 | 98.0 |
November 2015 | Fair | Satisfactory | Good | Good | 20385 | 98.0 |
November 2013 | Fair | Satisfactory | Good | Good | 7500 | 98.0 |
November 2011 | Fair | Satisfactory | Satisfactory | Satisfactory | 7500 | 98.0 |
November 2009 | Fair | Satisfactory | Satisfactory | Satisfactory | 7500 | 98.0 |
March 2008 | Fair | Satisfactory | Satisfactory | Satisfactory | 7500 | 98.0 |
November 2005 | Fair | Satisfactory | Satisfactory | Satisfactory | 7500 | 98.0 |
January 2004 | Fair | Satisfactory | Good | Satisfactory | 7500 | 98.0 |
February 2002 | Fair | Satisfactory | Good | Good | 7500 | 98.0 |
March 2000 | Fair | Satisfactory | Good | Good | 7500 | 98.0 |
June 1998 | Fair | Satisfactory | Good | Good | 7500 | 98.0 |
April 1996 | Fair | Satisfactory | Good | Good | 7500 | 98.0 |
March 1994 | Fair | Fair | Good | Good | 7500 | 97.0 |
March 1992 | Fair | Satisfactory | Good | Good | 7500 | 98.0 |