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CR 80 over CHEWAWAH CREEK CANAL

Map 

Coordinates:
+33.81617, -89.00369
33°48'58" N, 89°00'13" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CR 80 over CHEWAWAH CREEK CANAL
Structure number:SA0900000000114
Location:SEC 32 T14S R 3E
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:19.0 ft. [5.8 m]
Total length:57.1 ft. [17.4 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:1993
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:3
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:90 [as of 2014]
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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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 with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:64.9 tons [59.0 metric tons]
Inventory rating:38.8 tons [35.3 metric tons]
Sufficiency rating:99.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$45,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201599.0Not deficientGoodGoodGood90
October 201399.0Not deficientGoodGoodGood90
October 201178.5Not deficientGoodGoodGood90
September 200978.5Not deficientVery GoodVery GoodGood90
September 200778.5Not deficientVery GoodVery GoodGood90
September 200578.5Not deficientVery GoodVery GoodGood90
December 200378.5Not deficientVery GoodVery GoodGood90
November 200178.5Not deficientVery GoodVery GoodGood90
November 199978.5Not deficientVery GoodVery GoodVery Good90
December 199778.5Not deficientVery GoodVery GoodVery Good90
December 199578.5Not deficientVery GoodVery GoodVery Good90