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CR 450E over BRANCH OF WALNUT CREEK

Map

Coordinates:
+40.01167, -86.81833
40°00'42" N, 86°49'06" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CR 450E over BRANCH OF WALNUT CREEK
Structure number:5400058
Location:00.60 S of US 136
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:12.1 ft. [3.7 m]
Total length:28.2 ft. [8.6 m]
Roadway width between curbs:24.3 ft. [7.4 m]
Deck width edge-to-edge:24.3 ft. [7.4 m]
Owner:County Highway Agency [02]
Year built:1998
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: April 2016

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:60 [as of 2014]
Truck traffic:5% 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:Equal to present minimum criteria [6]
Roadway alignment appraisal:Basically intolerable requiring high priority of corrrective action [3]
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 is scour critical; bridge foundations determined to be unstable. [3]
Operating rating:44.9 tons [40.8 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:69.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$429,000

Previous Inspections

DateSuff. RatingConditionCulvert ConditionSD/FOADT
April 201669.0Poor4 out of 10SD60
April 201571.0Poor4 out of 10SD60
April 201471.0Poor4 out of 10SD60
June 201270.0Poor4 out of 10SD56
July 201070.0Poor4 out of 10SD54
July 200898.0Fair6 out of 10-45
July 200698.0Fair6 out of 10-45
July 200498.0Fair6 out of 10-45
April 200298.0Fair6 out of 10-45
June 200098.0Good9 out of 10-45
August 199898.0Good9 out of 10-45
July 199624.5PoorN out of 10SD29
October 199424.5PoorN out of 10SD29
February 199224.8PoorN out of 10SD50
February 199019.5PoorN out of 10SD100