I STREET over UP RR, BNSF, AMTRAK, ETC
Map
Coordinates:
+38.58470, -121.5033538°35'05" N, 121°30'12" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | I STREET over UP RR, BNSF, AMTRAK, ETC |
Structure number: | 24C0364L |
Location: | BTWN I-5 & SACRAMENTO RIV |
Purpose: | Carries highway and pedestrian walkway over railroad |
Route classification: | Other Principal Arterial (Urban) [14] |
Length of largest span: | 73.2 ft. [22.3 m] |
Total length: | 630.0 ft. [192.0 m] |
Roadway width between curbs: | 33.1 ft. [10.1 m] |
Deck width edge-to-edge: | 44.9 ft. [13.7 m] |
Vertical clearance below bridge: | 26.2 ft. [8.0 m] |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1936 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 13.5 / H 15 [2] |
Number of main spans: | 14 |
Main spans material: | Steel [3] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: October 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 4,995 [as of 2011] |
Truck traffic: | 10% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Underclearances appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 69.7 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2017 | Fair | Fair | Fair | Good | 4995 | 69.7 |
October 2015 | Good | Good | Very Good | Good | 4995 | 80.9 |
November 2013 | Fair | Fair | Satisfactory | Fair | 4995 | 69.7 |
March 2011 | Poor | Serious | Satisfactory | Fair | 8200 | 63.1 |
February 2008 | Poor | Serious | Satisfactory | Fair | 8200 | 63.1 |
December 2007 | Poor | Serious | Satisfactory | Fair | 8200 | 63.1 |
March 2006 | Poor | Serious | Satisfactory | Fair | 8200 | 63.1 |
November 2003 | Poor | Serious | Satisfactory | Fair | 8200 | 63.1 |
February 2002 | Poor | Serious | Satisfactory | Fair | 8200 | 63.1 |
April 1996 | Poor | Poor | Satisfactory | Fair | 10000 | 64.7 |
September 1993 | Fair | Fair | Satisfactory | Satisfactory | 10000 | 76.9 |
February 1991 | Fair | Fair | Satisfactory | Satisfactory | 10000 | 72.7 |
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. | 1,345 | 672 | 673 | 0 | 0 |
Steel Protective Coating | sq. ft. | 2,825 | 0 | 2,825 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 2,688 | 667 | 1,987 | 34 | 0 |
Concrete Protective Coating | sq. ft. | 1,939 | 1,939 | 0 | 0 | 0 |
Superstructure |
Steel Pin or Pin & Hangar Assembly | each | 30 | 30 | 0 | 0 | 0 |
Substructure |
Steel Column | each | 30 | 30 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 450 | 338 | 112 | 0 | 0 |
Steel Pier Cap | linear ft. | 190 | 140 | 50 | 0 | 0 |
Steel Protective Coating | sq. ft. | 10,080 | 9,480 | 600 | 0 | 0 |
Joints |
Other Joint | linear ft. | 84 | 0 | 84 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 385 | 285 | 100 | 0 | 0 |
Steel Protective Coating | sq. ft. | 600 | 400 | 200 | 0 | 0 |