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US 17 NB over HUSPAB CR

Map

Coordinates:
+32.60065, -80.77741
32°36'02" N, 80°46'39" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 17 NB over HUSPAB CR
Structure number:000000000008612
Old structure number:000720001710101 (from 1992 edition)
Location:1 MI. E. SHELDON
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:29.9 ft. [9.1 m]
Total length:89.9 ft. [27.4 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:46.9 ft. [14.3 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1993
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:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: September 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:5,400 [as of 2017]
Truck traffic:8% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present desirable criteria [8]
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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:79.8

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2018FairSatisfactorySatisfactorySatisfactory540079.8
September 2016FairSatisfactorySatisfactorySatisfactory650079.8
September 2014FairSatisfactorySatisfactorySatisfactory735092.3
October 2012FairSatisfactorySatisfactorySatisfactory715092.3
October 2010FairSatisfactorySatisfactorySatisfactory690092.3
November 2008FairSatisfactorySatisfactoryGood635092.4
October 2006FairSatisfactorySatisfactoryGood790092.2
October 2004FairSatisfactorySatisfactoryGood745092.3
July 1998GoodVery GoodVery GoodVery Good615092.7

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Prestressed Concrete Pileeach1212000
Reinforced Concrete Pier Caplinear ft.1888801000
Bearings
Elastomeric Bearingeach44000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.180018000
Deck
Reinforced Concrete Slabsq. ft.4,23004,23000