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KY-630 over FORK OF POND CREEK

Map

Coordinates:
+37.37712, -87.58099
37°22'38" N, 87°34'52" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:KY-630 over FORK OF POND CREEK
Structure number:054B00121N
Old structure number:054*0630*B0121 (from 1992 edition)
Location:.35 MI NOR. OF JCT US 41A
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:13.1 ft. [4.0 m]
Total length:27.9 ft. [8.5 m]
Roadway width between curbs:25.6 ft. [7.8 m]
Deck width edge-to-edge:26.2 ft. [8.0 m]
Skew angle:15°
Owner:State Highway Agency [01]
Year built:1950
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:2
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: May 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,149 [as of 2013]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Culvert condition:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:46.9 tons [42.6 metric tons]
Inventory rating:27.0 tons [24.5 metric tons]
Sufficiency rating:72.2

Previous Inspections

DateSuff. RatingConditionCulvert ConditionSD/FOADT
May 201572.2Fair6 out of 10FO2149
May 201372.2Fair6 out of 10FO2149
May 201171.9Fair6 out of 10FO2570
May 200988.8Fair6 out of 10-2480
June 200788.8Fair6 out of 10-2410
May 200588.9Fair6 out of 10-2186
May 200388.6Fair6 out of 10-2202
May 200188.6Fair6 out of 10-2202
May 199988.6Fair6 out of 10-2202
May 199788.6Fair6 out of 10-2202
May 199589.1Fair6 out of 10-1043
May 199389.4Good7 out of 10-1043
May 199189.4Good7 out of 10-1043

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Culvert
Reinforced Concrete Culvertlinear ft.5446800
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.55451000
Steel Protective Coatingsq. ft.220022000