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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 

Good/Fair/Poor Condition:Good
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201579.2GoodGoodGoodGood-2730
May 201379.2GoodGoodGoodGood-2730
June 201179.2GoodGoodGoodGood-2730
August 200979.2GoodGoodGoodGood-2730
December 200779.2GoodGoodGoodGood-2730
November 200579.2GoodGoodGoodGood-2730
December 200379.2GoodGoodGoodGood-2730
January 200290.0GoodGoodGoodGood-960
May 200089.0GoodGoodGoodGood-960
July 199892.0GoodGoodGoodGood-960
June 199890.7GoodVery GoodVery GoodVery Good-1400
January 199690.7GoodVery GoodVery GoodVery Good-1400
July 199496.3GoodVery GoodVery GoodVery Good-1500
September 199363.6FairFairFairSatisfactory-1590
December 199163.9FairFairFairSatisfactory-1260