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EASTERN BYPASS over BIG COVE CREEK

Map 

Coordinates:
+34.65000, -86.46667
34°38'60" N, 86°28'00" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:EASTERN BYPASS over BIG COVE CREEK
Structure number:018739
Location:0.2 MILE EAST OF U.S. 431
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:44.0 ft. [13.4 m]
Total length:122.4 ft. [37.3 m]
Roadway width between curbs:39.7 ft. [12.1 m]
Deck width edge-to-edge:58.4 ft. [17.8 m]
Skew angle:30°
Owner:City or Municipal Highway Agency [04]
Year built:2002
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 [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: February 2016 

Status:Open, no restriction [A]
Average daily traffic:19,400 [as of 2013]
Truck traffic:2% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:47.9 tons [43.5 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:92.7
Estimated cost of work:$2,048,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201692.7Not deficientVery GoodVery GoodGood19400
February 201492.7Not deficientVery GoodVery GoodGood19400
February 201293.4Not deficientVery GoodVery GoodGood17600
February 201093.4Not deficientVery GoodVery GoodGood17600
February 200894.3Not deficientVery GoodVery GoodGood15200
May 200694.3Not deficientVery GoodVery GoodVery Good15200
May 200495.6Not deficientExcellentExcellentExcellent11800
May 200296.2Not deficientExcellentExcellentExcellent10100