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KY-358 over MASSAC CREEK

Map 

Coordinates:
+37.09417, -88.73139
37°05'39" N, 88°43'53" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:KY-358 over MASSAC CREEK
Structure number:073B00045N
Old structure number:073*0358*B0045 (from 1992 edition)
Location:.40 MI WEST OF JCT KY 305
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:49.9 ft. [15.2 m]
Total length:422.9 ft. [128.9 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:27.9 ft. [8.5 m]
Owner:State Highway Agency [01]
Year built:1952
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:11
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: September 2015 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,727 [as of 2013]
Truck traffic:7% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Operating rating:60.8 tons [55.3 metric tons]
Inventory rating:30.9 tons [28.1 metric tons]
Sufficiency rating:64.8
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$1,480,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201564.8FairSatisfactoryFairFairFO2727
September 201364.8FairSatisfactoryFairFairFO2727
September 201164.4FairSatisfactoryFairFairFO3180
October 200964.3FairSatisfactoryFairFairFO3310
October 200764.4FairSatisfactoryFairFairFO3260
September 200564.6FairSatisfactorySatisfactoryFairFO3018
September 200363.7FairSatisfactorySatisfactoryFairFO3794
September 200163.7FairSatisfactorySatisfactoryFairFO3794
September 199963.7FairSatisfactorySatisfactoryFairFO3794
September 199763.7FairSatisfactorySatisfactoryFairFO3794
September 199564.6FairSatisfactorySatisfactoryFairFO2630
September 199364.8FairSatisfactorySatisfactoryFairFO2630
September 199161.8FairSatisfactorySatisfactoryFairFO2630