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SR 104 over OVER FAIRWOOD AVENUE

Map

Coordinates:
+39.91583, -82.95639
39°54'57" N, 82°57'23" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 104 over OVER FAIRWOOD AVENUE
Structure number:2508907
Location:2.12 MI E OF US 23
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:42.7 ft. [13.0 m]
Total length:110.6 ft. [33.7 m]
Roadway width between curbs:86.9 ft. [26.5 m]
Deck width edge-to-edge:89.9 ft. [27.4 m]
Vertical clearance below bridge:15.1 ft. [4.6 m]
Owner:State Highway Agency [01]
Year built:1987
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:Prestressed concrete [5]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: September 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:48,060 [as of 2015]
Truck traffic:9% 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]
Underclearances appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:35.6 tons [32.4 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:93.2

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201693.2GoodVery GoodVery GoodVery Good-48060
August 201594.7GoodVery GoodVery GoodVery Good-37519
August 201494.7GoodVery GoodVery GoodVery Good-37519
June 201394.7GoodVery GoodVery GoodVery Good-37519
August 201294.7GoodVery GoodVery GoodVery Good-37519
August 201194.7GoodVery GoodVery GoodVery Good-37519
October 201094.3GoodVery GoodVery GoodVery Good-40784
September 200994.3GoodExcellentExcellentExcellent-40784
April 200894.3GoodExcellentExcellentExcellent-40784
September 200794.3GoodExcellentExcellentExcellent-40784
July 200694.4GoodExcellentExcellentExcellent-39906
October 200594.4GoodExcellentExcellentExcellent-39906
September 200494.4GoodExcellentExcellentExcellent-39906
September 200394.3GoodVery GoodVery GoodVery Good-40600
September 200294.5GoodVery GoodVery GoodVery Good-39499
July 200094.4GoodVery GoodVery GoodVery Good-39499
August 199994.4GoodVery GoodVery GoodVery Good-39499
July 199894.4GoodVery GoodVery GoodVery Good-39499
June 199695.4GoodVery GoodVery GoodVery Good-32530
September 199595.1GoodVery GoodVery GoodVery Good-32530
August 199495.1GoodVery GoodVery GoodVery Good-32530
June 199295.1GoodVery GoodVery GoodVery Good-32530
June 199195.1GoodVery GoodVery GoodVery Good-32530

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Wearing Surfacessq. ft.9,6039,603000
Deck
Prestressed Concrete Top Flangesq. ft.9,9349,932200
Substructure
Reinforced Concrete Columneach1212000
Reinforced Concrete Pier Walllinear ft.180180000
Reinforced Concrete Abutmentlinear ft.180180000
Reinforced Concrete Pier Caplinear ft.180180000
Bearings
Elastomeric Bearingeach252252000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.2221725000