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SR 1011 over GENESEE RIVER

Map

Coordinates:
+41.94494, -77.81826
41°56'42" N, 77°49'06" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 1011 over GENESEE RIVER
Structure number:000000000040247
Old structure number:521011009000000 (from 1992 edition)
Location:WEST BINGHAM
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:20.0 ft. [6.1 m]
Total length:43.0 ft. [13.1 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:32.5 ft. [9.9 m]
Skew angle:10°
Owner:State Highway Agency [01]
Year built:1998
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: September 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:593 [as of 2014]
Truck traffic:3% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Culvert condition:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:92.8 tons [84.4 metric tons]
Inventory rating:54.9 tons [49.9 metric tons]
Sufficiency rating:97.3

Previous Inspections

DateSuff. RatingConditionCulvert ConditionSD/FOADT
September 201697.3Good7 out of 10-593
September 201498.3Good7 out of 10-593
September 201298.3Good7 out of 10-585
September 201098.3Good7 out of 10-588
September 200898.3Good7 out of 10-588
September 200698.3Good7 out of 10-599
March 200598.3Good7 out of 10-594
May 200398.3Good7 out of 10-587
April 200189.4Good8 out of 10-838
April 199989.5Good8 out of 10-820
December 199889.5Good8 out of 10-802
April 199720.7PoorN out of 10SD786
July 199620.8PoorN out of 10SD771
February 199641.5PoorN out of 10SD756
June 199339.3PoorN out of 10SD737
October 199140.5PoorN out of 10SD709

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Culvert
Reinforced Concrete Culvertlinear ft.6565000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.8989000
Steel Protective Coatingsq. ft.10,75310,753000