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NFA H517 over NONCONNAH CREEK

Map 

Coordinates:
+35.07611, -89.95333
35°04'34" N, 89°57'12" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:NFA H517 over NONCONNAH CREEK
Structure number:790H5170001
Location:FARRISVIEW BLVD.
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:113.2 ft. [34.5 m]
Total length:444.9 ft. [135.6 m]
Roadway width between curbs:51.8 ft. [15.8 m]
Deck width edge-to-edge:65.9 ft. [20.1 m]
Skew angle:25°
Owner:City or Municipal Highway Agency [04]
Year built:1999
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:4
Main spans material:Prestressed concrete continuous [6]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Precast Panels [2]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: June 2015 

Status:Open, no restriction [A]
Average daily traffic:3,540 [as of 2016]
Truck traffic:2% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:69.3 tons [63.0 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:64.8
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$1,465,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201564.8Not deficientGoodGoodGood3540
May 201364.8Not deficientGoodGoodGood3540
July 201164.8Not deficientGoodGoodGood3540
July 200964.8Not deficientGoodGoodGood3540
August 200764.8Not deficientGoodGoodGood3540
July 200563.8Not deficientGoodGoodGood3540
July 200364.8Not deficientGoodGoodGood3540
August 200163.8Not deficientGoodGoodGood2650
April 200063.8Not deficientVery GoodVery GoodVery Good2650
June 199891.8Functionally obsolete---3000
February 199694.9Not deficient---3000
September 199394.9Not deficient---3000
December 199194.9Not deficient---3000