US 395 over CANAL AND ACCESS ROAD
Map
Coordinates:
+46.54608, -119.0064246°32'46" N, 119°00'23" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US 395 over CANAL AND ACCESS ROAD |
Structure number: | 0011192A0000000 |
Location: | 21.7 N JCT I-182 |
Purpose: | Carries highway over highway and waterway |
Route classification: | Principal Arterial - Other (Rural) [02] |
Length of largest span: | 125.0 ft. [38.1 m] |
Total length: | 125.0 ft. [38.1 m] |
Roadway width between curbs: | 42.0 ft. [12.8 m] |
Deck width edge-to-edge: | 44.9 ft. [13.7 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1979 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Main span material: | Prestressed concrete [5] |
Main span 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: April 2018
Good/Fair/Poor Condition: | Poor |
Status: | Open, no restriction [A] |
Average daily traffic: | 7,884 [as of 2016] |
Truck traffic: | 23% of total traffic |
Deck condition: | Poor [4 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: | Equal to present desirable criteria [8] |
Underclearances appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 95.2 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $2,200,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2018 | Poor | Poor | Satisfactory | Good | 7884 | 95.2 |
April 2016 | Fair | Fair | Satisfactory | Good | 6546 | 97.4 |
April 2014 | Fair | Fair | Satisfactory | Good | 6546 | 95.4 |
May 2012 | Fair | Fair | Satisfactory | Good | 6493 | 93.1 |
May 2010 | Fair | Fair | Good | Good | 6270 | 93.2 |
May 2008 | Fair | Satisfactory | Good | Good | 6200 | 94.2 |
May 2006 | Fair | Satisfactory | Good | Good | 3779 | 94.4 |
May 2004 | Fair | Satisfactory | Good | Good | 3779 | 95.4 |
April 2002 | Good | Good | Good | Good | 3779 | 95.4 |
March 2000 | Good | Good | Good | Good | 3779 | 93.4 |
April 1998 | Good | Good | Good | Good | 3779 | 93.4 |
February 1996 | Good | Good | Good | Good | 3779 | 82.5 |
March 1994 | Good | Good | Good | Good | 3300 | 82.6 |
March 1992 | Good | Good | Good | Good | 5317 | 92.6 |
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. | 625 | 619 | 0 | 6 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 5,250 | 5,120 | 120 | 0 | 10 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 167 | 167 | 0 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 168 | 0 | 0 | 42 | 126 |
Bearings |
Elastomeric Bearing | each | 10 | 10 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 250 | 250 | 0 | 0 | 0 |