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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:019014
Location:.2 MILE EAST OF 431
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:43.0 ft. [13.1 m]
Total length:124.0 ft. [37.8 m]
Roadway width between curbs:38.1 ft. [11.6 m]
Deck width edge-to-edge:49.9 ft. [15.2 m]
Skew angle:30°
Owner:City or Municipal Highway Agency [04]
Year built:2003
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: July 2015 

Status:Open, no restriction [A]
Average daily traffic:19,400 [as of 2013]
Truck traffic:2% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
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:$1,774,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201592.7Not deficientGoodVery GoodVery Good19400
July 201392.7Not deficientGoodVery GoodVery Good19400
July 201193.4Not deficientGoodVery GoodVery Good17600
July 200993.4Not deficientGoodVery GoodVery Good17600
October 200794.3Not deficientVery GoodVery GoodVery Good15200
October 200595.6Not deficientVery GoodVery GoodVery Good11800
October 200395.9Not deficientExcellentExcellentExcellent11000