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N MARTY AVE over HERNDON CANAL

Map 

Coordinates:
+36.80583, -119.85806
36°48'21" N, 119°51'29" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:N MARTY AVE over HERNDON CANAL
Structure number:42C0603
Location:0.25 MI S/O SHAW AVE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:19.0 ft. [5.8 m]
Total length:58.1 ft. [17.7 m]
Roadway width between curbs:83.7 ft. [25.5 m]
Deck width edge-to-edge:103.4 ft. [31.5 m]
Skew angle:29°
Owner:City or Municipal Highway Agency [04]
Year built:1992
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:3
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: December 2014 

Status:Open, no restriction [A]
Average daily traffic:13,612 [as of 2003]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Superior to present desirable criteria [9]
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:96.1

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201496.1Not deficientSatisfactorySatisfactoryVery Good13612
February 201395.1Not deficientFairGoodGood13612
December 201096.9Not deficientFairGoodGood1000
December 200896.9Not deficientFairGoodGood1000
November 200696.9Not deficientFairGoodGood1000
December 200494.9Structurally deficientPoorGoodGood1000
November 200294.9Structurally deficientPoorGoodGood1000
November 200096.9Not deficientFairGoodGood1000
December 199896.9Not deficientFairGoodGood1000
April 199797.9Not deficientGoodGoodGood1000
June 199597.9Not deficientVery GoodVery GoodVery Good1000