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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 2015 

Status:Open, no restriction [A]
Average daily traffic:24,990 [as of 2010]
Truck traffic:6% 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:96.5

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201596.5Not deficientVery GoodVery GoodVery Good24990
February 201496.5Not deficientVery GoodVery GoodVery Good24990
January 201396.5Not deficientVery GoodExcellentVery Good24990
January 201296.5Not deficientVery GoodExcellentVery Good24990
January 201096.4Not deficientVery GoodExcellentVery Good25940
February 200996.4Not deficientVery GoodExcellentVery Good25940
May 200896.4Not deficientVery GoodExcellentVery Good25940
July 200796.4Not deficientVery GoodExcellentVery Good25940
May 200696.0Not deficientExcellentExcellentVery Good28320
September 200596.0Not deficientExcellentExcellentVery Good28320
March 200496.0Not deficientExcellentExcellentVery Good28320
January 200395.9Not deficientExcellentExcellentVery Good28860
January 200295.4Not deficientExcellentExcellentVery Good32530
February 199992.4Not deficientExcellentExcellentVery Good32530
February 199774.8Not deficientSatisfactorySatisfactoryFair29420
February 199674.4Not deficientFairFairFair25650
February 199554.3Structurally deficientPoorPoorPoor25650
February 199454.3Structurally deficientPoorPoorPoor25650
January 199354.3Structurally deficientPoorPoorPoor25650
February 199254.3Structurally deficientPoorPoorPoor25650
January 199154.3Structurally deficientPoorPoorPoor25650