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NFA L004 over GRAYS CREEK

Map 

Coordinates:
+35.18306, -89.72556
35°10'59" N, 89°43'32" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:NFA L004 over GRAYS CREEK
Structure number:790A6970003
Location:PISGAH RD 1.5 M S SR 15
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:43.0 ft. [13.1 m]
Total length:131.9 ft. [40.2 m]
Roadway width between curbs:30.8 ft. [9.4 m]
Deck width edge-to-edge:33.1 ft. [10.1 m]
Skew angle:40°
Owner:City or Municipal Highway Agency [04]
Year built:1994
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
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: May 2015 

Status:Open, no restriction [A]
Average daily traffic:2,730 [as of 2016]
Truck traffic:5% 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:Equal to present desirable criteria [8]
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:48.5 tons [44.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:79.2
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,180,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201579.2Not deficientGoodGoodGood2730
May 201379.2Not deficientGoodGoodGood2730
June 201179.2Not deficientGoodGoodGood2730
August 200979.2Not deficientGoodGoodGood2730
December 200779.2Not deficientGoodGoodGood2730
November 200579.2Not deficientGoodGoodGood2730
December 200379.2Not deficientGoodGoodGood2730
January 200290.0Not deficientGoodGoodGood960
May 200089.0Not deficientGoodGoodGood960
July 199892.0Not deficientGoodGoodGood960
June 199890.7Not deficientVery GoodVery GoodVery Good1400
January 199690.7Not deficientVery GoodVery GoodVery Good1400
July 199496.3Not deficientVery GoodVery GoodVery Good1500
September 199363.6Not deficientFairFairSatisfactory1590
December 199163.9Not deficientFairFairSatisfactory1260