INTERSTATE 5 NB over FREEPORT BL,ABANDONED RR
Map
Coordinates:
+38.47549, -121.5039338°28'32" N, 121°30'14" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | INTERSTATE 5 NB over FREEPORT BL,ABANDONED RR |
Structure number: | 24 0296R |
Location: | 03-SAC-005-15.59-SAC |
Purpose: | Carries highway over highway and waterway |
Route classification: | Principal Arterial - Interstate (Urban) [11] |
Length of largest span: | 124.0 ft. [37.8 m] |
Total length: | 554.2 ft. [168.9 m] |
Roadway width between curbs: | 51.8 ft. [15.8 m] |
Deck width edge-to-edge: | 54.1 ft. [16.5 m] |
Vertical clearance below bridge: | 26.2 ft. [8.0 m] |
Skew angle: | 49° |
Owner: | State Highway Agency [01] |
Year built: | 1975 |
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: | 5 |
Main spans material: | Concrete continuous [2] |
Main spans design: | Box beam or girders - Multiple [05] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Integral Concrete (separate non-modified layer of concrete added to structural deck) [2] |
Latest Available Inspection: June 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 46,500 [as of 2015] |
Truck traffic: | 18% of total traffic |
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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Underclearances appraisal: | Better than present minimum criteria [7] |
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: | 83.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Good | Good | Good | Good | 46500 | 83.0 |
June 2016 | Good | Good | Very Good | Very Good | 46500 | 83.0 |
July 2014 | Poor | Poor | Very Good | Very Good | 46500 | 80.0 |
June 2012 | Poor | Poor | Good | Good | 46500 | 78.0 |
December 2010 | Poor | Poor | Good | Good | 42500 | 79.0 |
June 2008 | Good | Good | Good | Good | 42500 | 82.0 |
September 2006 | Good | Good | Good | Good | 42500 | 82.0 |
March 2003 | Good | Good | Good | Good | 27900 | 83.0 |
February 2001 | Good | Good | Good | Good | 27900 | 83.0 |
March 1999 | Poor | Serious | Good | Good | 27900 | 78.0 |
March 1997 | Poor | Serious | Good | Good | 27900 | 78.0 |
April 1995 | Fair | Satisfactory | Good | Good | 25150 | 83.0 |
September 1993 | Fair | Satisfactory | Good | Good | 21200 | 83.0 |
July 1991 | Fair | Satisfactory | Good | Good | 21200 | 83.0 |
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 |
Reinforced Concrete Closed Web/Box Girder | linear ft. | 169 | 164 | 2 | 3 | 0 |
Deck |
Reinforced Concrete Top Flange | sq. ft. | 2,787 | 2,509 | 278 | 0 | 0 |
Wearing Surfaces | sq. ft. | 2,669 | 2,669 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 12 | 12 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 50 | 42 | 6 | 2 | 0 |
Reinforced Concrete Pile | each | 1 | 1 | 0 | 0 | 0 |
Joints |
Strip Seal Joint | linear ft. | 25 | 25 | 0 | 0 | 0 |
Compression Joint | linear ft. | 49 | 49 | 0 | 0 | 0 |
Bearings |
Enclosed/Concealed Bearing | each | 3 | 3 | 0 | 0 | 0 |
Bridge Rail |
Other Material Bridge Rail | linear ft. | 338 | 338 | 0 | 0 | 0 |