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CR 54 over TRIB CHICO CREEK

Map 

Coordinates:
+33.88794, -89.00311
33°53'17" N, 89°00'11" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CR 54 over TRIB CHICO CREEK
Structure number:SA0900000000107
Location:SEC 5 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:30.8 ft. [9.4 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]
Main span material:Concrete [1]
Main span design:Channel beam [22]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2015 

Status:Open, no restriction [A]
Average daily traffic:120 [as of 2014]
Truck traffic:8% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 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: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:60.3 tons [54.8 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:90.5
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
October 201590.5Not deficientVery GoodVery GoodGood120
October 201390.5Not deficientVery GoodVery GoodGood120
October 201170.0Not deficientVery GoodVery GoodVery Good120
September 200970.0Not deficientVery GoodVery GoodVery Good120
September 200770.0Not deficientVery GoodVery GoodVery Good120
September 200570.0Not deficientVery GoodVery GoodVery Good120
December 200370.0Not deficientVery GoodVery GoodVery Good120
November 200170.0Not deficientVery GoodVery GoodVery Good120
November 199970.0Not deficientVery GoodVery GoodVery Good120
December 199770.0Not deficientVery GoodVery GoodVery Good120
December 199570.0Not deficientVery GoodVery GoodVery Good120