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OLD HWY 80 EAST over BRANCH OF STRONG RIVER

Map 

Coordinates:
+32.34680, -89.63203
32°20'48" N, 89°37'55" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:OLD HWY 80 EAST over BRANCH OF STRONG RIVER
Structure number:SA6200000000034
Location:SEC 24 T 6N R 6E
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:19.0 ft. [5.8 m]
Total length:39.0 ft. [11.9 m]
Roadway width between curbs:23.3 ft. [7.1 m]
Deck width edge-to-edge:24.6 ft. [7.5 m]
Owner:County Highway Agency [02]
Year built:1991
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: December 2014 

Status:Open, no restriction [A]
Average daily traffic:120 [as of 2013]
Truck traffic:8% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
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:64.9 tons [59.0 metric tons]
Inventory rating:38.8 tons [35.3 metric tons]
Sufficiency rating:92.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$127,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201492.0Not deficientVery GoodVery GoodSatisfactory120
December 201284.9Not deficientVery GoodVery GoodSatisfactory120
January 201171.5Not deficientVery GoodVery GoodSatisfactory120
December 200971.5Not deficientVery GoodVery GoodGood120
January 200871.5Not deficientVery GoodVery GoodGood120
September 200571.5Not deficientVery GoodVery GoodGood120
December 200371.5Not deficientVery GoodVery GoodGood120
December 200171.5Not deficientVery GoodVery GoodGood120
December 199971.5Not deficientVery GoodVery GoodVery Good120
November 199771.5Not deficientVery GoodVery GoodVery Good120
December 199571.5Not deficientVery GoodVery GoodVery Good120