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CR 65 over RELIEF OF CHEWWAH CREEK

Map 

Coordinates:
+33.80222, -89.04550
33°48'08" N, 89°02'44" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CR 65 over RELIEF OF CHEWWAH CREEK
Structure number:SA0900000000112
Location:SEC 31 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:2004
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:80 [as of 2014]
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
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:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
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: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:$156,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201599.0Not deficientGoodSatisfactoryVery Good80
October 201399.0Not deficientGoodSatisfactoryVery Good80
October 201178.5Not deficientGoodSatisfactoryVery Good80
September 200978.5Not deficientVery GoodVery GoodVery Good80
September 200778.5Not deficientVery GoodVery GoodVery Good100
September 200578.5Not deficientVery GoodVery GoodVery Good100
September 200478.5Not deficientVery GoodVery GoodVery Good100
December 200330.9Structurally deficientPoorPoorPoor100
November 200130.9Structurally deficientPoorPoorPoor100
January 200130.9Structurally deficientPoorPoorPoor100
November 199930.9Structurally deficientPoorPoorPoor100
February 199930.9Structurally deficientPoorPoorPoor100
December 199730.9Structurally deficientPoorPoorPoor100
December 199532.9Structurally deficientFairSatisfactoryPoor100