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S99-E&W180 CONNCTR over NIELSEN, HOUGHTON CANAL

Map 

Coordinates:
+36.74333, -119.81833
36°44'36" N, 119°49'06" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:S99-E&W180 CONNCTR over NIELSEN, HOUGHTON CANAL
Structure number:42 0188F
Location:06-FRE-099-22.15-FRE
Purpose:Carries highway over highway and waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:107.0 ft. [32.6 m]
Total length:174.2 ft. [53.1 m]
Roadway width between curbs:39.0 ft. [11.9 m]
Deck width edge-to-edge:42.7 ft. [13.0 m]
Vertical clearance below bridge:15.4 ft. [4.7 m]
Skew angle:34°
Owner:State Highway Agency [01]
Year built:1996
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:2
Main spans material:Concrete continuous [2]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: November 2015 

Status:Open, no restriction [A]
Average daily traffic:30,000 [as of 2010]
Truck traffic:23% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Better than present minimum criteria [7]
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:93.6

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201593.6Not deficientGoodVery GoodGood30000
March 201493.6Not deficientGoodVery GoodGood30000
February 201294.6Not deficientGoodVery GoodGood30000
January 201094.6Not deficientGoodVery GoodGood30000
December 200794.6Not deficientGoodVery GoodGood30000
December 200594.6Not deficientGoodVery GoodGood30000
May 200494.6Not deficientGoodVery GoodGood30000
November 200196.0Not deficientGoodVery GoodGood-
November 199996.0Not deficientGoodVery GoodGood-
June 199696.0Not deficientGoodVery GoodGood-