HWY HOLLOWAY ST over ST140 SB
Map
Coordinates:
+41.84770, -71.0192541°50'52" N, 71°01'09" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | HWY HOLLOWAY ST over ST140 SB |
Structure number: | T010573YDDOTNBI |
Old structure number: | 896641002100 (from 1992 edition) |
Location: | .9 MI NW OF LAKEVILLE T.L |
Purpose: | Carries highway and pedestrian walkway over highway |
Route classification: | Local (Urban) [19] |
Length of largest span: | 89.9 ft. [27.4 m] |
Total length: | 95.1 ft. [29.0 m] |
Roadway width between curbs: | 32.2 ft. [9.8 m] |
Deck width edge-to-edge: | 41.3 ft. [12.6 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1970 |
Year reconstructed: | 2012 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 18 / H 20 [4] |
Main span material: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: October 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,700 [as of 2018] |
Truck traffic: | 6% 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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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: | 98.6 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2018 | Good | Good | Good | Good | 1700 | 98.6 |
October 2016 | Good | Good | Good | Good | 1700 | 98.6 |
October 2014 | Good | Good | Good | Good | 1700 | 98.6 |
October 2012 | Good | Good | Good | Good | 1600 | 98.6 |
December 2011 | Good | Good | Good | Good | 1600 | 92.0 |
April 2010 | Good | Good | Good | Good | 1600 | 92.0 |
May 2008 | Good | Good | Good | Good | 1600 | 92.0 |
November 1998 | Good | Good | Good | Good | 2000 | 94.0 |
November 1994 | Good | Good | Very Good | Good | 1950 | 87.4 |
January 1993 | Good | Good | Very Good | Good | 725 | 96.0 |
June 1991 | Good | Good | Good | Good | 700 | 96.0 |
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. | 644 | 644 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 6,337 | 6,337 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 3,818 | 3,428 | 390 | 0 | 0 |
Wearing Surfaces | sq. ft. | 3,036 | 2,876 | 160 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 82 | 81 | 1 | 0 | 0 |
Bearings |
Movable Bearing | each | 7 | 7 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 14 | 14 | 0 | 0 | 0 |
Fixed Bearing | each | 7 | 0 | 7 | 0 | 0 |
Steel Protective Coating | sq. ft. | 14 | 0 | 4 | 10 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 188 | 188 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 1,500 | 1,500 | 0 | 0 | 0 |