US98 SR30 over ICWW & Brooks ST.


+30.40109, -86.60056
30°24'04" N, 86°36'02" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US98 SR30 over ICWW & Brooks ST.
Structure number:570034
Location:0.5mi. East of SR85
Purpose:Carries highway and pedestrian walkway over highway and waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:200.1 ft. [61.0 m]
Total length:1318.0 ft. [401.7 m]
Roadway width between curbs:56.1 ft. [17.1 m]
Deck width edge-to-edge:70.2 ft. [21.4 m]
Vertical clearance below bridge:49.2 ft. [15.0 m]
Owner:State Highway Agency [01]
Year built:1964
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]

Latest Available Inspection: October 2017

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:51,000 [as of 2016]
Truck traffic:3% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Superior to present desirable criteria [9]
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]
Pier/abutment protection:In place and functioning [2]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:49.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2017PoorFairPoorFair5100049.0
October 2015PoorFairPoorFair5184349.0
October 2013PoorFairPoorFair5050849.0
October 2011FairSatisfactorySatisfactoryFair4802964.0
October 2009FairGoodSatisfactorySatisfactory4828275.0
October 2007FairGoodSatisfactorySatisfactory5304075.0
October 2005FairGoodSatisfactorySatisfactory5517075.0
October 2003FairGoodSatisfactorySatisfactory5397575.0
October 2001FairGoodSatisfactorySatisfactory5034475.0
October 1999FairGoodSatisfactorySatisfactory4835075.0
October 1997FairGoodSatisfactorySatisfactory4820075.0
June 1996FairGoodSatisfactorySatisfactory5350073.0
May 1994FairGoodSatisfactoryFair5000062.0
July 1992FairGoodSatisfactoryFair4752462.0
August 1990FairGoodSatisfactoryFair4439761.4

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Steel Girder/Beamlinear ft.3,9202,7407474330
Steel Protective Coatingsq. ft.77,29969,569007,730
Prestressed Concrete Girder/Beamlinear ft.11,31211,27923100
Reinforced Concrete Decksq. ft.92,391092,2671240
Steel Columneach1212000
Steel Protective Coatingsq. ft.2,3892,389000
Reinforced Concrete Columneach80080
Reinforced Concrete Abutmentlinear ft.1401301000
Reinforced Concrete Pile Cap/Footinglinear ft.1209020100
Steel Pier Caplinear ft.134134000
Steel Protective Coatingsq. ft.1,4871,487000
Reinforced Concrete Pier Caplinear ft.80573010650
Pourable Jointlinear ft.701070100
Open Jointlinear ft.145145000
Movable Bearingeach16010927024
Steel Protective Coatingsq. ft.72452400200
Fixed Bearingeach144920448
Steel Protective Coatingsq. ft.4884080080