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CR 92 over CHICO CREEK

Map 

Coordinates:
+33.83033, -88.94379
33°49'49" N, 88°56'38" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CR 92 over CHICO CREEK
Structure number:SA0900000000110
Location:SEC 25 T14S R 3E B
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:40.0 ft. [12.2 m]
Total length:279.9 ft. [85.3 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:31.2 ft. [9.5 m]
Owner:County Highway Agency [02]
Year built:1994
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:7
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: October 2015 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:390 [as of 2014]
Truck traffic:8% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Equal to present minimum criteria [6]
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 foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:83.1 tons [75.5 metric tons]
Inventory rating:43.1 tons [39.2 metric tons]
Sufficiency rating:99.8

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201599.8GoodGoodVery GoodVery Good-390
October 201399.8GoodVery GoodVery GoodVery Good-390
October 201199.8GoodVery GoodVery GoodVery Good-390
September 200999.8GoodVery GoodVery GoodVery Good-390
September 200799.8GoodVery GoodVery GoodVery Good-390
September 200599.8GoodVery GoodVery GoodVery Good-390
December 200398.7GoodVery GoodVery GoodVery Good-620
November 200198.7GoodVery GoodVery GoodVery Good-620
November 199998.7GoodVery GoodVery GoodVery Good-620
December 199798.7GoodVery GoodVery GoodVery Good-610
December 199599.8GoodVery GoodVery GoodVery Good-380