Share: 
THOMAS STREET over HIGH BRD INDUS(Aban)
Map
Coordinates:
+40.66981, -74.89196
40°40'11" N, 74°53'31" W
+40.66981, -74.89196
40°40'11" N, 74°53'31" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | THOMAS STREET over HIGH BRD INDUS(Aban) |
| Structure number: | 1050168 |
| Location: | 0.2 mi E of CR513 |
| Route classification: | Local (Urban) [19] |
| Length of largest span: | 87.9 ft. [26.8 m] |
| Total length: | 94.2 ft. [28.7 m] |
| Roadway width between curbs: | 24.0 ft. [7.3 m] |
| Deck width edge-to-edge: | 25.9 ft. [7.9 m] |
| Owner: | Unknown [80] |
| Year built: | 1937 |
| Historic significance: | Historical significance is not determinable at this time [4] |
| Design load: | M 18 / H 20 [4] |
| Main span material: | Steel [3] |
| Main span design: | Girder and floorbeam system [03] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: October 2017
| Good/Fair/Poor Condition: | Poor |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 602 [as of 2017] |
| Truck traffic: | 1% of total traffic |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Poor [4 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| Roadway alignment appraisal: | Better than present minimum criteria [7] |
| Scour condition: | Bridge not over waterway. [N] |
| Sufficiency rating: | 57.8 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| October 2017 | Poor | Fair | Poor | Satisfactory | 602 | 57.8 |
| October 2015 | Fair | Fair | Fair | Satisfactory | 590 | 73.8 |
| October 2013 | Fair | Fair | Fair | Satisfactory | 580 | 73.8 |
| September 2011 | Fair | Fair | Satisfactory | Satisfactory | 563 | 84.8 |
| July 2009 | Fair | Fair | Satisfactory | Satisfactory | 552 | 84.8 |
| May 2007 | Fair | Satisfactory | Satisfactory | Satisfactory | 541 | 85.8 |
| May 2005 | Fair | Fair | Satisfactory | Satisfactory | 530 | 84.8 |
| April 2003 | Fair | Satisfactory | Satisfactory | Satisfactory | 510 | 85.8 |
| March 2001 | Fair | Satisfactory | Fair | Satisfactory | 510 | 77.7 |
| May 1999 | Fair | Good | Satisfactory | Satisfactory | 500 | 85.7 |
| October 1996 | Fair | Good | Satisfactory | Satisfactory | 500 | 85.7 |
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 | ||||||
| Steel Girder/Beam | linear ft. | 180 | 0 | 143 | 30 | 7 |
| Steel Protective Coating | sq. ft. | 1,620 | 1,620 | 0 | 0 | 0 |
| Deck | ||||||
| Reinforced Concrete Deck | sq. ft. | 2,425 | 716 | 1,700 | 9 | 0 |
| Superstructure | ||||||
| Steel Floor Beam | linear ft. | 432 | 432 | 0 | 0 | 0 |
| Steel Protective Coating | sq. ft. | 288 | 288 | 0 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Column | each | 4 | 3 | 1 | 0 | 0 |
| Masonry Abutment | linear ft. | 77 | 67 | 10 | 0 | 0 |
| Joints | ||||||
| Pourable Joint | linear ft. | 77 | 69 | 8 | 0 | 0 |
| Bearings | ||||||
| Movable Bearing | each | 2 | 0 | 2 | 0 | 0 |
| Fixed Bearing | each | 2 | 2 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Steel or Aluminum Bridge Rail | linear ft. | 180 | 178 | 1 | 1 | 0 |
| Steel Protective Coating | sq. ft. | 180 | 180 | 0 | 0 | 0 |
© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1365854
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1365854