+41.21722, -85.74028
41°13'02" N, 85°44'25" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Structure number:4300203
Location:00.15 N OF US 30
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:14.4 ft. [4.4 m]
Total length:33.5 ft. [10.2 m]
Roadway width between curbs:28.2 ft. [8.6 m]
Deck width edge-to-edge:40.0 ft. [12.2 m]
Owner:County Highway Agency [02]
Year built:1980
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Steel [3]
Main spans design:Culvert [19]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2016

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:200 [as of 2015]
Truck traffic:4% of total traffic
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Better than present minimum criteria [7]
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]
Culvert condition:Large spalls, heavy scaling, wide cracks, considerable efflorescence or opened construction joint permitting loss of backfill. Considerable settlement or misalignment. Considerable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection throughout, extensive corrosion or deep pitting. [4]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Operating rating:36.0 tons [32.7 metric tons]
Inventory rating:27.9 tons [25.4 metric tons]
Sufficiency rating:63.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$300,000

Previous Inspections

DateSuff. RatingConditionCulvert ConditionSD/FOADT
March 201663.9Poor4 out of 10SD200
March 201547.9Poor3 out of 10SD200
March 201468.0Poor4 out of 10SD175
March 201269.0Poor4 out of 10SD175
April 201069.0Poor4 out of 10SD175
March 200897.0Fair6 out of 10-175
March 200697.0Fair6 out of 10-175
March 200498.0Good7 out of 10-175
May 2002100.0Good7 out of 10-175
May 2000100.0Good7 out of 10-150
April 1998100.0Good7 out of 10-150
April 199686.9Good7 out of 10-110
May 199486.9Good7 out of 10-110
June 199281.2Good7 out of 10-110
September 199097.1Good7 out of 10-100