Share:

ROAD 164 over TULARE IRRIG DIST CANAL

Map

Coordinates:
+36.32512, -119.20741
36°19'30" N, 119°12'27" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:ROAD 164 over TULARE IRRIG DIST CANAL
Structure number:46C0020
Location:0.1 MI S OF S.R. 198
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:23.0 ft. [7.0 m]
Total length:25.9 ft. [7.9 m]
Roadway width between curbs:54.1 ft. [16.5 m]
Deck width edge-to-edge:63.0 ft. [19.2 m]
Skew angle:19°
Owner:County Highway Agency [02]
Year built:1965
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Concrete [1]
Main span design:Culvert [19]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: January 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:7,781 [as of 2011]
Truck traffic:2% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Culvert condition:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:97.8

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
January 2018Fair6 out of 10778197.8
February 2014Good8 out of 10778195.8
February 2010Good8 out of 10320097.1
March 2006Good8 out of 10320097.1
April 2004Good8 out of 10320097.1
March 2002Good8 out of 10320097.1
June 2000Good8 out of 10320097.1
July 1996Good8 out of 10320097.1
May 1994Good7 out of 10320097.0
April 1992Good7 out of 10320097.0