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CR 190 over LONG CREEK

Map 

Coordinates:
+33.82606, -88.84926
33°49'34" N, 88°50'57" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CR 190 over LONG CREEK
Structure number:SA0900000000127
Location:SEC 35 T14S R 4E B
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:60.0 ft. [18.3 m]
Total length:140.1 ft. [42.7 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:29.2 ft. [8.9 m]
Owner:County Highway Agency [02]
Year built:1972
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 13.5 / HS 15 [3]
Number of main spans:3
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:150 [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:Good [7 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:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Operating rating:66.3 tons [60.3 metric tons]
Inventory rating:29.9 tons [27.2 metric tons]
Sufficiency rating:93.1

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201593.1Not deficientGoodVery GoodGood150
October 201393.1Not deficientVery GoodVery GoodGood150
October 201184.4Not deficientVery GoodVery GoodVery Good150
September 200984.4Not deficientVery GoodVery GoodVery Good150
September 200784.4Not deficientVery GoodVery GoodVery Good150
September 200584.4Not deficientVery GoodVery GoodVery Good150
December 200384.4Not deficientVery GoodVery GoodVery Good150
November 200184.4Not deficientVery GoodVery GoodVery Good150
November 199984.4Not deficientVery GoodVery GoodVery Good150
December 199784.4Not deficientVery GoodVery GoodVery Good150
December 199584.4Not deficientVery GoodVery GoodVery Good150