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USR 35 over OLD TOWN RUN

Map

Coordinates:
+39.43333, -83.18306
39°25'60" N, 83°10'59" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:USR 35 over OLD TOWN RUN
Structure number:7101546
Location:2.02 MI E OF SR 138
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:27.9 ft. [8.5 m]
Total length:80.1 ft. [24.4 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:40.0 ft. [12.2 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1974
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Other [9]

Latest Available Inspection: November 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:5,146 [as of 2015]
Truck traffic:34% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present desirable criteria [8]
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 the assessed or calculated scour condition. [8]
Operating rating:63.0 tons [57.3 metric tons]
Inventory rating:37.7 tons [34.3 metric tons]
Sufficiency rating:99.5

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201699.5GoodGoodGoodGood-5146
November 201599.6GoodGoodGoodGood-4676
October 201499.6GoodGoodGoodGood-4676
October 201399.6GoodGoodGoodGood-4676
November 201297.5GoodGoodGoodGood-4939
October 201197.5GoodGoodGoodGood-4939
December 201097.6GoodGoodGoodGood-4530
December 200997.6FairSatisfactorySatisfactorySatisfactory-4530
December 200897.6FairSatisfactorySatisfactorySatisfactory-4530
December 200797.6GoodGoodGoodGood-4530
October 200697.6GoodGoodGoodGood-4211
September 200597.6GoodGoodGoodVery Good-4211
September 200497.6GoodGoodGoodVery Good-4211
September 200397.6GoodGoodGoodVery Good-3875
August 200297.6GoodGoodGoodVery Good-3875
June 200097.8GoodGoodGoodVery Good-2091
June 199997.8GoodGoodGoodVery Good-2091
June 199897.8GoodGoodGoodVery Good-2091
June 199797.8GoodGoodGoodVery Good-2091
May 199697.8GoodGoodGoodVery Good-2091
July 199597.8GoodVery GoodVery GoodVery Good-2091
September 199497.8GoodVery GoodVery GoodVery Good-2091
October 199397.7GoodGoodGoodVery Good-4510
November 199297.7GoodVery GoodVery GoodVery Good-4510
October 199197.7GoodGoodGoodVery Good-4510

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Substructure
Reinforced Concrete Columneach1413100
Reinforced Concrete Abutmentlinear ft.93613200
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1601105000
Deck
Reinforced Concrete Slabsq. ft.3,1972,66253500
Wearing Surfacessq. ft.3,2003,200000