VAN ZANDT AV over NEWPORT SEC RR
Map
Coordinates:
+41.49865, -71.3180641°29'55" N, 71°19'05" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | VAN ZANDT AV over NEWPORT SEC RR |
Structure number: | 000000000002870 |
Location: | 0.1 Mi W of Farewell St |
Purpose: | Carries highway and pedestrian walkway over railroad |
Route classification: | Collector (Urban) [17] |
Length of largest span: | 34.1 ft. [10.4 m] |
Total length: | 86.9 ft. [26.5 m] |
Roadway width between curbs: | 27.9 ft. [8.5 m] |
Deck width edge-to-edge: | 40.0 ft. [12.2 m] |
Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1919 |
Year reconstructed: | 1932 |
Historic significance: | Bridge is eligible for the National Register of Historic Places [2] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 3 |
Main spans material: | Concrete continuous [2] |
Main spans design: | Tee beam [04] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: November 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 3,030 [as of 2014] |
Truck traffic: | 1% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Underclearances appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 64.1 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $3,171,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2017 | Fair | Satisfactory | Fair | Fair | 3030 | 64.1 |
December 2015 | Fair | Satisfactory | Satisfactory | Fair | 3030 | 64.1 |
December 2013 | Fair | Satisfactory | Satisfactory | Fair | 2900 | 64.1 |
December 2011 | Poor | Good | Good | Poor | 2900 | 43.1 |
January 2010 | Poor | Fair | Fair | Poor | 2900 | 41.7 |
January 2008 | Poor | Fair | Fair | Poor | 2900 | 47.2 |
December 2005 | Poor | Fair | Fair | Poor | 3189 | 48.1 |
April 2003 | Poor | Fair | Fair | Poor | 3189 | 49.0 |
June 2001 | Fair | Fair | Fair | Fair | 3189 | 63.2 |
March 1999 | Poor | Fair | Fair | Poor | 3000 | 49.0 |
March 1997 | Poor | Fair | Fair | Poor | 3600 | 49.9 |
March 1995 | Poor | Fair | Fair | Poor | 3600 | 48.1 |
April 1993 | Poor | Fair | Fair | Poor | 3600 | 48.1 |
September 1991 | Fair | Fair | Fair | Fair | 3000 | 63.7 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Superstructure |
Reinforced Concrete Girder/Beam | linear ft. | 683 | 253 | 180 | 250 | 0 |
Deck |
Reinforced Concrete Top Flange | sq. ft. | 3,414 | 904 | 1,010 | 1,500 | 0 |
Wearing Surfaces | sq. ft. | 2,436 | 2,434 | 0 | 2 | 0 |
Substructure |
Reinforced Concrete Column | each | 16 | 8 | 8 | 0 | 0 |
Reinforced Concrete Pier Wall | linear ft. | 80 | 80 | 0 | 0 | 0 |
Masonry Abutment | linear ft. | 80 | 50 | 30 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 56 | 0 | 56 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 171 | 149 | 20 | 2 | 0 |