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PATTON ROAD over MCDONALD CREEK

Map 

Coordinates:
+34.69247, -86.62748
34°41'33" N, 86°37'39" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:PATTON ROAD over MCDONALD CREEK
Structure number:009497
Old structure number:0000005545M0060 (from 1992 edition)
Location:PATTON * MCDONALD CREEK
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:12.1 ft. [3.7 m]
Total length:50.9 ft. [15.5 m]
Roadway width between curbs:60.4 ft. [18.4 m]
Deck width edge-to-edge:70.5 ft. [21.5 m]
Owner:City or Municipal Highway Agency [04]
Year built:1942
Year reconstructed:1968
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:4
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: February 2015 

Status:Open, no restriction [A]
Average daily traffic:12,700 [as of 2013]
Truck traffic:2% of total traffic
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
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:36.0 tons [32.7 metric tons]
Inventory rating:26.0 tons [23.6 metric tons]
Sufficiency rating:74.9
Estimated cost of work:$652,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201574.9Not deficient---12700
February 201362.5Not deficient---13400
February 201162.5Not deficient---13300
February 200962.7Not deficient---12100
January 200762.6Not deficient---12900
January 200571.4Not deficient---24700
January 200373.0Not deficient---12360
January 200173.0Not deficient---12360
January 199973.1Not deficient---12360
January 199773.0Not deficient---12350
January 199574.3Not deficient---12300
March 199364.1Not deficient---12200
January 199181.5Not deficient---12100