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E. SIXTH STREET over BEAR CREEK

Map

Coordinates:
+31.13641, -83.41533
31°08'11" N, 83°24'55" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:E. SIXTH STREET over BEAR CREEK
Structure number:000000007550490
Location:IN EAST ADEL
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:20.0 ft. [6.1 m]
Total length:120.1 ft. [36.6 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:34.8 ft. [10.6 m]
Owner:City or Municipal Highway Agency [04]
Year built:1980
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 13.5 / HS 15 [3]
Number of main spans:6
Main spans material:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:200 [as of 2011]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Better than present minimum criteria [7]
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 with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:42.6 tons [38.7 metric tons]
Inventory rating:25.7 tons [23.4 metric tons]
Sufficiency rating:89.2
Estimated cost of work:$703,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201689.2GoodGoodGoodGood-200
October 201489.2FairGoodGoodSatisfactory-200
October 201289.2FairGoodGoodSatisfactory-200
October 201089.2FairGoodGoodSatisfactory-870
October 200889.2FairGoodGoodSatisfactory-870
October 200690.5FairGoodGoodSatisfactory-890
October 200490.5FairGoodGoodSatisfactory-830
September 200290.5FairSatisfactoryGoodSatisfactory-830
October 200090.5FairSatisfactoryGoodSatisfactory-760
January 199981.5FairSatisfactoryGoodFair-760
December 199692.5FairSatisfactoryGoodSatisfactory-760
January 199592.4FairSatisfactoryGoodSatisfactory-760
February 199392.4FairSatisfactoryGoodSatisfactory-760
June 199192.5FairGoodGoodSatisfactory-440

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Deck
Reinforced Concrete Top Flangesq. ft.3,8883,888000
Substructure
Reinforced Concrete Abutmentlinear ft.7070000
Steel Pileeach1501500
Reinforced Concrete Pier Caplinear ft.175175000
Joints
Pourable Jointlinear ft.238238000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.240240000
Coatings
Steel Protective Coatingsq. ft.7507500