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GREENSFERRY RD. over I 90 EB-WB;SCHNEIDMILLER
Map
Coordinates:
+47.71208, -116.91600
47°42'43" N, 116°54'58" W
+47.71208, -116.91600
47°42'43" N, 116°54'58" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | GREENSFERRY RD. over I 90 EB-WB;SCHNEIDMILLER |
| Structure number: | 000000000016773 |
| Location: | 1.0 W of I-90/SH-41 IC |
| Purpose: | Carries highway over highway |
| Route classification: | Minor Arterial (Urban) [16] |
| Length of largest span: | 115.2 ft. [35.1 m] |
| Total length: | 334.0 ft. [101.8 m] |
| Roadway width between curbs: | 60.0 ft. [18.3 m] |
| Deck width edge-to-edge: | 74.5 ft. [22.7 m] |
| Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 2015 |
| Historic significance: | Historical significance is not determinable at this time [4] |
| Number of main spans: | 3 |
| Main spans material: | Prestressed concrete continuous [6] |
| 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: October 2017
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 1,500 [as of 2015] |
| Truck traffic: | 10% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Very Good [8 out of 9] |
| Substructure condition: | Very Good [8 out of 9] |
| Structural appraisal: | Equal to present desirable criteria [8] |
| Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Underclearances appraisal: | Better than present minimum criteria [7] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| Scour condition: | Bridge not over waterway. [N] |
| Sufficiency rating: | 94.0 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| October 2017 | Good | Good | Very Good | Very Good | 1500 | 94.0 |
| January 2016 | Fair | Satisfactory | Excellent | Excellent | 1500 | 94.0 |
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 | ||||||
| Prestressed Concrete Girder/Beam | linear ft. | 2,308 | 2,308 | 0 | 0 | 0 |
| Deck | ||||||
| Reinforced Concrete Deck | sq. ft. | 24,883 | 24,638 | 245 | 0 | 0 |
| Wearing Surfaces | sq. ft. | 20,040 | 20,040 | 0 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Column | each | 10 | 10 | 0 | 0 | 0 |
| Reinforced Concrete Abutment | linear ft. | 152 | 152 | 0 | 0 | 0 |
| Reinforced Concrete Pier Cap | linear ft. | 149 | 149 | 0 | 0 | 0 |
| Joints | ||||||
| Pourable Joint | linear ft. | 136 | 0 | 136 | 0 | 0 |
| Compression Joint | linear ft. | 149 | 149 | 0 | 0 | 0 |
| Bearings | ||||||
| Elastomeric Bearing | each | 42 | 42 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Steel or Aluminum Bridge Rail | linear ft. | 736 | 736 | 0 | 0 | 0 |
| Steel Protective Coating | sq. ft. | 3,557 | 3,557 | 0 | 0 | 0 |
| Reinforced Concrete Bridge Rail | linear ft. | 746 | 739 | 7 | 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/1703201
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1703201