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MAYSVILLE RD over DALLAS CREEK

Map 

Coordinates:
+34.73333, -86.55000
34°43'60" N, 86°32'60" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:MAYSVILLE RD over DALLAS CREEK
Structure number:008906
Old structure number:0000021745M0090 (from 1992 edition)
Location:1020 MAYSVILLE RD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:14.1 ft. [4.3 m]
Total length:27.9 ft. [8.5 m]
Roadway width between curbs:51.2 ft. [15.6 m]
Deck width edge-to-edge:67.3 ft. [20.5 m]
Skew angle:30°
Owner:City or Municipal Highway Agency [04]
Year built:1965
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: May 2014 

Status:Open, no restriction [A]
Average daily traffic:2,500 [as of 2013]
Truck traffic:1% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
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 minimum criteria [6]
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]
Culvert condition:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:70.0 tons [63.6 metric tons]
Inventory rating:41.9 tons [38.1 metric tons]
Sufficiency rating:82.2
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,002,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201482.2Not deficient---2500
May 201282.2Not deficient---2700
May 201082.2Not deficient---2700
May 200860.6Not deficient---2700
September 200660.6Not deficient---2700
September 200460.4Not deficient---3955
September 200260.4Not deficient---3955
October 200060.4Not deficient---3955
October 199860.6Not deficient---3955
January 199760.4Not deficient---3950
December 199461.0Not deficient---3900
January 199361.0Not deficient---3800
December 199068.2Not deficient---3700