+39.86389, -86.85556
39°51'50" N, 86°51'20" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CR 50W over CLINE CREEK
Structure number:6700212
Location:00.20 S of CR 1400N
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:20.3 ft. [6.2 m]
Total length:23.6 ft. [7.2 m]
Roadway width between curbs:16.1 ft. [4.9 m]
Deck width edge-to-edge:17.7 ft. [5.4 m]
Skew angle:30°
Owner:County Highway Agency [02]
Year built:1925
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Steel [3]
Main span 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: March 2017

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:110 [as of 2015]
Truck traffic:1% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
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 minimum criteria [6]
Channel protection:Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Operating rating:17.9 tons [16.3 metric tons]
Inventory rating:13.0 tons [11.8 metric tons]
Sufficiency rating:20.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$368,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201720.8PoorPoorPoorPoorSD110
March 201520.8PoorPoorPoorPoorSD110
March 201320.8PoorPoorPoorPoorSD103
March 201120.8PoorPoorPoorPoorSD103
March 200927.4PoorPoorPoorPoorSD100
May 200727.4PoorPoorPoorPoorSD100
March 200522.7PoorSatisfactoryPoorPoorSD111
April 200322.7PoorGoodPoorPoorSD107
July 200029.3PoorFairPoorPoorSD98
December 199830.6PoorFairPoorPoorSD98
June 199622.5PoorFairPoorPoorSD93
April 199420.2PoorFairPoorPoorSD101
December 199120.2PoorFairPoorPoorSD101
January 199020.2PoorFairPoorPoorSD100