I-5 over TERRAIN
Map
Coordinates:
+47.57086, -122.3202447°34'15" N, 122°19'13" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | I-5 over TERRAIN |
Structure number: | 0007741B0000000 |
Location: | 5.2 N JCT SR 900 |
Route classification: | Principal Arterial - Interstate (Urban) [11] |
Length of largest span: | 42.0 ft. [12.8 m] |
Total length: | 746.1 ft. [227.4 m] |
Roadway width between curbs: | 50.9 ft. [15.5 m] |
Deck width edge-to-edge: | 53.8 ft. [16.4 m] |
Owner: | State Highway Agency [01] |
Year built: | 1967 |
Year reconstructed: | 1992 |
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: | 18 |
Main spans material: | Concrete continuous [2] |
Main spans design: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: August 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 94,231 [as of 2016] |
Truck traffic: | 7% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 66.1 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $15,815,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2018 | Fair | Satisfactory | Satisfactory | Good | 94231 | 66.1 |
August 2016 | Fair | Satisfactory | Satisfactory | Good | 87763 | 66.7 |
August 2014 | Fair | Satisfactory | Satisfactory | Good | 87763 | 66.7 |
August 2012 | Fair | Satisfactory | Satisfactory | Good | 91337 | 66.3 |
September 2010 | Fair | Satisfactory | Satisfactory | Good | 92523 | 66.1 |
November 2008 | Fair | Satisfactory | Satisfactory | Good | 105100 | 64.6 |
October 2006 | Fair | Satisfactory | Satisfactory | Good | 98500 | 65.4 |
December 2004 | Fair | Satisfactory | Satisfactory | Good | 98500 | 65.4 |
November 2002 | Fair | Satisfactory | Satisfactory | Good | 98500 | 65.4 |
December 2000 | Fair | Satisfactory | Satisfactory | Good | 79346 | 67.8 |
October 1998 | Fair | Satisfactory | Satisfactory | Good | 79346 | 67.8 |
June 1996 | Fair | Satisfactory | Satisfactory | Good | 79346 | 60.2 |
March 1994 | Fair | Satisfactory | Satisfactory | Good | 191800 | 56.2 |
April 1992 | Fair | Satisfactory | Satisfactory | Good | 85850 | 84.0 |
Element Data
Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Deck |
Reinforced Concrete Top Flange | sq. ft. | 41,222 | 41,167 | 14 | 41 | 0 |
Substructure |
Reinforced Concrete Column | each | 55 | 55 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 120 | 120 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 910 | 910 | 0 | 0 | 0 |
Joints |
Open Joint | linear ft. | 115 | 0 | 0 | 51 | 64 |
Assembly without Seal Joint | linear ft. | 176 | 0 | 0 | 0 | 176 |
Bearings |
Movable Bearing | each | 49 | 49 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 1,463 | 1,455 | 0 | 0 | 8 |
Deck |
Reinforced Concrete Slab | sq. ft. | 41,222 | 41,073 | 5 | 144 | 0 |