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EAST CHASE over STREAM

Map 

Coordinates:
+32.35000, -86.16667
32°21'00" N, 86°10'00" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:EAST CHASE over STREAM
Structure number:019301
Location:3.5MILES WEST CITY LIMIT
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:40.0 ft. [12.2 m]
Total length:80.1 ft. [24.4 m]
Roadway width between curbs:85.0 ft. [25.9 m]
Deck width edge-to-edge:89.9 ft. [27.4 m]
Owner:City or Municipal Highway Agency [04]
Year built:2001
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:2
Main spans material:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: December 2014 

Status:Open, no restriction [A]
Average daily traffic:1,000 [as of 2004]
Truck traffic:10% 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:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
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 foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:48.0 tons [43.6 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:99.9
Estimated cost of work:$3,046,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201499.9Not deficientGoodGoodGood1000
December 201299.9Not deficientGoodGoodGood1000
December 201099.9Not deficientGoodGoodGood1000
December 200899.9Not deficientGoodGoodGood1000
November 200699.9Not deficientVery GoodVery GoodVery Good1000
August 200499.9Not deficientVery GoodVery GoodVery Good1000