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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 

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. ratingEvaluationDeckSuper.Sub.ADT
October 201599.8Not deficientGoodVery GoodVery Good390
October 201399.8Not deficientVery GoodVery GoodVery Good390
October 201199.8Not deficientVery GoodVery GoodVery Good390
September 200999.8Not deficientVery GoodVery GoodVery Good390
September 200799.8Not deficientVery GoodVery GoodVery Good390
September 200599.8Not deficientVery GoodVery GoodVery Good390
December 200398.7Not deficientVery GoodVery GoodVery Good620
November 200198.7Not deficientVery GoodVery GoodVery Good620
November 199998.7Not deficientVery GoodVery GoodVery Good620
December 199798.7Not deficientVery GoodVery GoodVery Good610
December 199599.8Not deficientVery GoodVery GoodVery Good380