CR 190 over LONG CREEK


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


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 

Good/Fair/Poor Condition:Good
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201593.1GoodGoodVery GoodGood-150
October 201393.1GoodVery GoodVery GoodGood-150
October 201184.4GoodVery GoodVery GoodVery Good-150
September 200984.4GoodVery GoodVery GoodVery Good-150
September 200784.4GoodVery GoodVery GoodVery Good-150
September 200584.4GoodVery GoodVery GoodVery Good-150
December 200384.4GoodVery GoodVery GoodVery Good-150
November 200184.4GoodVery GoodVery GoodVery Good-150
November 199984.4GoodVery GoodVery GoodVery Good-150
December 199784.4GoodVery GoodVery GoodVery Good-150
December 199584.4GoodVery GoodVery GoodVery Good-150