Grace Street over Route 29 Business
Map
Coordinates:
+37.40314, -79.1411337°24'11" N, 79°08'28" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Grace Street over Route 29 Business |
Structure number: | 000000000020507 |
Location: | .05-Plum/.05-Franklin St. |
Purpose: | Carries highway over highway |
Route classification: | Minor Arterial (Urban) [16] |
Length of largest span: | 73.2 ft. [22.3 m] |
Total length: | 152.9 ft. [46.6 m] |
Roadway width between curbs: | 29.9 ft. [9.1 m] |
Deck width edge-to-edge: | 42.0 ft. [12.8 m] |
Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
Skew angle: | 21° |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1955 |
Year reconstructed: | 1992 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 13.5 / H 15 [2] |
Number of main spans: | 3 |
Main spans material: | Steel [3] |
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 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 4,300 [as of 2017] |
Truck traffic: | 1% of total traffic |
Deck condition: | Good [7 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: | Basically intolerable requiring high priority of replacement [2] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 75.2 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $300,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2018 | Good | Good | Good | Good | 4300 | 75.2 |
November 2016 | Good | Good | Good | Good | 3536 | 76.3 |
November 2014 | Good | Good | Good | Good | 3536 | 76.1 |
November 2012 | Good | Good | Good | Good | 3600 | 78.0 |
November 2011 | Good | Good | Good | Good | 3600 | 78.0 |
November 2008 | Good | Good | Very Good | Good | 5719 | 75.6 |
November 2006 | Good | Good | Very Good | Good | 5719 | 75.6 |
November 2004 | Good | Very Good | Very Good | Very Good | 5719 | 75.6 |
November 2002 | Good | Very Good | Very Good | Very Good | 5719 | 75.6 |
November 2000 | Good | Very Good | Very Good | Very Good | 5719 | 75.6 |
November 1998 | Good | Very Good | Very Good | Very Good | 5719 | 75.6 |
December 1996 | Good | Very Good | Very Good | Very Good | 5719 | 75.6 |
November 1994 | Good | Good | Good | Good | 5719 | 75.5 |
November 1992 | Good | Excellent | Excellent | Excellent | 6290 | 75.4 |
November 1990 | Poor | Poor | Satisfactory | Poor | 6290 | 24.0 |