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N BRAWLEY AVE over HERNDON CANAL

Map 

Coordinates:
+36.80778, -119.86278
36°48'28" N, 119°51'46" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:N BRAWLEY AVE over HERNDON CANAL
Structure number:42C0114
Location:SOUTH OF SHAW AVE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:22.0 ft. [6.7 m]
Total length:44.0 ft. [13.4 m]
Roadway width between curbs:100.1 ft. [30.5 m]
Deck width edge-to-edge:120.1 ft. [36.6 m]
Skew angle:29°
Owner:City or Municipal Highway Agency [04]
Year built:1925
Year reconstructed:1988
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:Slab [01]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: December 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:13,654 [as of 2010]
Truck traffic:7% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry 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 assessed or calculated scour condition. [5]
Operating rating:80.9 tons [73.5 metric tons]
Inventory rating:48.8 tons [44.4 metric tons]
Sufficiency rating:78.6

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201678.6FairFairFairGood-13654
December 201491.6FairSatisfactorySatisfactoryVery Good-13654
February 201390.5FairFairGoodGood-13654
December 201094.1FairFairGoodGood-6082
December 200894.1FairFairGoodGood-6082
November 200694.1FairFairGoodGood-6082
December 200494.1FairFairGoodGood-6082
November 200294.1FairFairGoodGood-6082
November 200094.1FairFairGoodGood-6082
December 199895.1GoodGoodGoodGood-6082
October 199495.3FairSatisfactorySatisfactorySatisfactory-6082
May 199295.3FairSatisfactorySatisfactorySatisfactory-6082