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RIVERVIEW STREET over MILL CREEK

Map

Coordinates:
+39.10224, -94.74083
39°06'08" N, 94°44'27" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RIVERVIEW STREET over MILL CREEK
Structure number:514301050000046
Location:6800 RIVERVIEW
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:12.1 ft. [3.7 m]
Total length:24.9 ft. [7.6 m]
Owner:County Highway Agency [02]
Year built:1965
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:2
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: April 2015

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:2,530 [as of 2013]
Truck traffic:1% of total traffic
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Better than present minimum criteria [7]
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: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 the assessed or calculated scour condition. [8]
Operating rating:63.9 tons [58.1 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:70.7
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$1,000

Previous Inspections

DateSuff. RatingConditionCulvert ConditionSD/FOADT
April 201570.7Poor4 out of 10SD2530
May 201370.8Poor4 out of 10SD1800
March 201170.8Poor4 out of 10SD1800
March 200986.8Fair5 out of 10-1800
March 200786.6Fair5 out of 10-3330
March 200586.7Fair5 out of 10-2480
October 200187.7Fair5 out of 10-2480
November 199998.8Good7 out of 10-2480
August 199798.8Good7 out of 10-2247
November 199596.8Good7 out of 10-2247
November 199396.8Good7 out of 10-2247
August 199197.8Good7 out of 10-2505