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HAMILTON ST CR 32 over BRAY CREEK

Map 

Coordinates:
+33.89866, -88.99479
33°53'55" N, 88°59'41" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:HAMILTON ST CR 32 over BRAY CREEK
Structure number:SA0900000000102
Location:SEC 4 T14S R 3E
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:30.8 ft. [9.4 m]
Total length:49.9 ft. [15.2 m]
Roadway width between curbs:23.0 ft. [7.0 m]
Deck width edge-to-edge:24.3 ft. [7.4 m]
Owner:City or Municipal Highway Agency [04]
Year built:1987
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:2
Main spans material:Concrete [1]
Main spans design:Channel beam [22]
Deck type:Concrete Precast Panels [2]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: October 2015 

Status:Open, no restriction [A]
Average daily traffic:400 [as of 2014]
Truck traffic:8% 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:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:60.3 tons [54.8 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:86.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$156,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201586.0Not deficientGoodGoodGood400
October 201386.0Not deficientGoodVery GoodGood400
October 201165.5Not deficientGoodVery GoodGood400
September 200965.5Not deficientVery GoodVery GoodGood400
September 200765.5Not deficientVery GoodVery GoodGood400
September 200565.5Not deficientVery GoodVery GoodGood400
December 200365.5Not deficientVery GoodVery GoodGood400
November 200165.5Not deficientVery GoodVery GoodGood400
November 199963.5Not deficientVery GoodVery GoodVery Good400
December 199763.5Not deficientVery GoodVery GoodVery Good400
December 199563.5Not deficientVery GoodVery GoodVery Good400