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GLOVER'S LANE over I-15 (SR-15), UPRR &
Map
Coordinates:
+40.96543, -111.89214
40°57'56" N, 111°53'32" W
+40.96543, -111.89214
40°57'56" N, 111°53'32" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | GLOVER'S LANE over I-15 (SR-15), UPRR & |
| Structure number: | 0C 448 |
| Location: | 200 W.GLOVERS LN.FARMINGT |
| Purpose: | Carries highway over highway and railroad |
| Route classification: | Collector (Urban) [17] |
| Length of largest span: | 140.1 ft. [42.7 m] |
| Total length: | 403.9 ft. [123.1 m] |
| Roadway width between curbs: | 30.8 ft. [9.4 m] |
| Deck width edge-to-edge: | 34.1 ft. [10.4 m] |
| Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1973 |
| 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: | 3 |
| Main spans material: | Steel continuous [4] |
| Main spans design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
Latest Available Inspection: June 2017
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 5,000 [as of 2012] |
| 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: | Equal to present minimum criteria [6] |
| Roadway alignment appraisal: | Equal to present minimum criteria [6] |
| Scour condition: | Bridge not over waterway. [N] |
| Sufficiency rating: | 84.4 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| June 2017 | Good | Good | Good | Good | 5000 | 84.4 |
| June 2015 | Good | Good | Good | Good | 5000 | 84.4 |
| June 2013 | Good | Good | Good | Good | 5000 | 78.5 |
| June 2011 | Good | Good | Good | Good | 1500 | 89.0 |
| June 2009 | Good | Good | Good | Good | 1350 | 89.1 |
| November 2007 | Good | Good | Good | Good | 1000 | 90.2 |
| August 2005 | Good | Good | Good | Good | 1000 | 90.2 |
| April 2003 | Good | Good | Good | Good | 600 | 92.8 |
| August 1999 | Good | Good | Good | Good | 600 | 92.8 |
| July 1997 | Good | Good | Good | Good | 600 | 93.8 |
| November 1995 | Good | Good | Good | Good | 600 | 93.8 |
| January 1994 | Good | Good | Good | Good | 550 | 93.8 |
| September 1991 | Good | Good | Good | Good | 550 | 92.8 |
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. | 1,479 | 829 | 650 | 0 | 0 |
| Deck | ||||||
| Reinforced Concrete Deck | sq. ft. | 13,638 | 13,604 | 0 | 34 | 0 |
| Substructure | ||||||
| Reinforced Concrete Column | each | 4 | 4 | 0 | 0 | 0 |
| Reinforced Concrete Abutment | linear ft. | 68 | 30 | 34 | 4 | 0 |
| Reinforced Concrete Pier Cap | linear ft. | 68 | 65 | 3 | 0 | 0 |
| Joints | ||||||
| Pourable Joint | linear ft. | 31 | 0 | 0 | 0 | 31 |
| Assembly with Seal | each | 31 | 0 | 0 | 0 | 31 |
| Bearings | ||||||
| Movable Bearing | each | 12 | 0 | 11 | 0 | 1 |
| Fixed Bearing | each | 4 | 0 | 4 | 0 | 0 |
| Bridge Rail | ||||||
| Other Material Bridge Rail | linear ft. | 863 | 542 | 320 | 0 | 1 |
© 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/1569983
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1569983