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SR 16 over OVER BIG WALNUT CREEK

Map

Coordinates:
+39.97694, -82.86556
39°58'37" N, 82°51'56" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:SR 16 over OVER BIG WALNUT CREEK
Structure number:2500337
Location:0.44 MI N OF SR317
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:85.0 ft. [25.9 m]
Total length:225.4 ft. [68.7 m]
Roadway width between curbs:71.9 ft. [21.9 m]
Deck width edge-to-edge:75.1 ft. [22.9 m]
Owner:State Highway Agency [01]
Year built:1956
Year reconstructed:1998
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:3
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: February 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:26,264 [as of 2015]
Truck traffic:7% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:35.6 tons [32.4 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:96.3

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201796.3GoodVery GoodVery GoodVery Good-26264
February 201596.5GoodVery GoodVery GoodVery Good-24990
February 201496.5GoodVery GoodVery GoodVery Good-24990
January 201396.5GoodVery GoodExcellentVery Good-24990
January 201296.5GoodVery GoodExcellentVery Good-24990
January 201096.4GoodVery GoodExcellentVery Good-25940
February 200996.4GoodVery GoodExcellentVery Good-25940
May 200896.4GoodVery GoodExcellentVery Good-25940
July 200796.4GoodVery GoodExcellentVery Good-25940
May 200696.0GoodExcellentExcellentVery Good-28320
September 200596.0GoodExcellentExcellentVery Good-28320
March 200496.0GoodExcellentExcellentVery Good-28320
January 200395.9GoodExcellentExcellentVery Good-28860
January 200295.4GoodExcellentExcellentVery Good-32530
February 199992.4GoodExcellentExcellentVery Good-32530
February 199774.8FairSatisfactorySatisfactoryFair-29420
February 199674.4FairFairFairFair-25650
February 199554.3PoorPoorPoorPoorSD25650
February 199454.3PoorPoorPoorPoorSD25650
January 199354.3PoorPoorPoorPoorSD25650
February 199254.3PoorPoorPoorPoorSD25650
January 199154.3PoorPoorPoorPoorSD25650