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STATE ROUTE 180 WB over FANCHER CREEK CANAL

Map 

Coordinates:
+36.74389, -119.66861
36°44'38" N, 119°40'07" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:STATE ROUTE 180 WB over FANCHER CREEK CANAL
Structure number:42 0428L
Location:06-FRE-180-R64.89-FRE
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:118.4 ft. [36.1 m]
Total length:118.4 ft. [36.1 m]
Roadway width between curbs:51.5 ft. [15.7 m]
Deck width edge-to-edge:54.5 ft. [16.6 m]
Skew angle:28°
Owner:State Highway Agency [01]
Year built:2009
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:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: October 2015 

Status:Open, no restriction [A]
Average daily traffic:13,250 [as of 2010]
Truck traffic:6% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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]
Operating rating:59.5 tons [54.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:97.7

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201597.7Not deficientGoodVery GoodVery Good13250
October 201397.7Not deficientGoodVery GoodVery Good13250
January 201297.7Not deficientGoodVery GoodVery Good13250
December 200998.8Not deficientGoodVery GoodVery Good13250