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MAYSVILLE RD over DALLAS CREEK

Map

Coordinates:
+34.73333, -86.55000
34°43'60" N, 86°32'60" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
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 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,500 [as of 2013]
Truck traffic:1% of total traffic
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting. [5]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:69.9 tons [63.5 metric tons]
Inventory rating:41.9 tons [38.1 metric tons]
Sufficiency rating:71.2
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$730,000

Previous Inspections

DateSuff. RatingConditionCulvert ConditionSD/FOADT
May 201671.2Fair5 out of 10-2500
May 201482.2Fair6 out of 10-2500
May 201282.2Fair6 out of 10-2700
May 201082.2Fair6 out of 10-2700
May 200860.6Fair6 out of 10-2700
September 200660.6Good7 out of 10-2700
September 200460.4Good7 out of 10-3955
September 200260.4Good7 out of 10-3955
October 200060.4Good7 out of 10-3955
October 199860.6Good7 out of 10-3955
January 199760.4Good7 out of 10-3950
December 199461.0Good7 out of 10-3900
January 199361.0Good7 out of 10-3800
December 199068.2Good8 out of 10-3700