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US158 over INTRACOASTAL WATERWAY

Map

Coordinates:
+36.34101, -75.95456
36°20'28" N, 75°57'16" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US158 over INTRACOASTAL WATERWAY
Structure number:000000000530015
Location:0.1 MI.W.JCT.SR1141
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:149.9 ft. [45.7 m]
Total length:2507.0 ft. [764.1 m]
Roadway width between curbs:57.7 ft. [17.6 m]
Deck width edge-to-edge:63.0 ft. [19.2 m]
Vertical clearance below bridge:62.3 ft. [19.0 m]
Skew angle:18°
Owner:State Highway Agency [01]
Year built:1986
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 9 / H 10 [1]
Number of main spans:27
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
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:15,000 [as of 2015]
Truck traffic:8% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Better than present minimum criteria [7]
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 the assessed or calculated scour condition. [8]
Sufficiency rating:67.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2018FairFairGoodFair1500067.0
September 2016FairSatisfactoryFairSatisfactory1200073.0
September 2014FairSatisfactoryFairSatisfactory1200068.0
September 2012FairSatisfactoryFairSatisfactory1300062.0
September 2010FairSatisfactoryFairSatisfactory1200061.7
October 2008FairSatisfactoryFairSatisfactory1500068.0
December 2006FairSatisfactoryFairSatisfactory1500068.0
October 2004FairSatisfactoryFairSatisfactory1500068.0
April 2003FairSatisfactoryFairSatisfactory1700068.0
June 2001FairSatisfactoryFairSatisfactory1400068.0
January 1999FairSatisfactoryFairSatisfactory1090068.0
May 1991GoodGoodGoodGood870080.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.20,00619,570423130
Deck
Reinforced Concrete Decksq. ft.157,525150,0347,467240
Substructure
Reinforced Concrete Columneach51228210
Reinforced Concrete Abutmentlinear ft.3737000
Reinforced Concrete Pile Cap/Footinglinear ft.735735000
Prestressed Concrete Pileeach404404000
Reinforced Concrete Pier Caplinear ft.1,7181,583124110
Joints
Compression Jointlinear ft.1,7641,46130300
Bearings
Elastomeric Bearingeach432431100
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.7,5246,0761,436120