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PR 100 over INTRACOASTAL WATERWAY

Map

Coordinates:
+26.08646, -97.17994
26°05'11" N, 97°10'48" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PR 100 over INTRACOASTAL WATERWAY
Structure number:210310033104005
Location:QN ISABELLA CAUSEWAY
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:310.1 ft. [94.5 m]
Total length:12510.5 ft. [3813.0 m]
Roadway width between curbs:63.3 ft. [19.3 m]
Deck width edge-to-edge:67.9 ft. [20.7 m]
Vertical clearance below bridge:72.2 ft. [22.0 m]
Owner:State Highway Agency [01]
Year built:1974
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Design load:MS 18 / HS 20 [5]
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]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:16,230 [as of 2013]
Truck traffic:3% 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:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present minimum criteria [6]
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:77.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2017FairSatisfactorySatisfactorySatisfactory1623077.0
April 2015FairSatisfactorySatisfactorySatisfactory1623077.0
April 2013FairSatisfactorySatisfactorySatisfactory2100078.0
May 2011FairSatisfactorySatisfactoryFair2400067.0
August 2009FairSatisfactorySatisfactorySatisfactory2100078.0
August 2007FairSatisfactorySatisfactorySatisfactory2100078.0
June 2005FairSatisfactorySatisfactorySatisfactory2100078.0
June 2003FairSatisfactorySatisfactoryFair2100062.0
September 2001FairSatisfactorySatisfactoryFair2100062.0
July 1999FairSatisfactorySatisfactoryFair1970062.0
June 1997FairSatisfactoryFairFair1860062.0
August 1995FairSatisfactoryFairFair1800062.0
February 1993FairSatisfactorySatisfactoryFair1570062.0
September 1991FairSatisfactorySatisfactorySatisfactory1510073.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.2,2481,3486003000
Prestressed Concrete Girder/Beamlinear ft.93,79993,348425260
Deck
Reinforced Concrete Decksq. ft.999999000
Prestressed Concrete Decksq. ft.143,861143,861000
Substructure
Prestressed Concrete Columneach5656000
Reinforced Concrete Columneach423419400
Reinforced Concrete Abutmentlinear ft.1471321500
Reinforced Concrete Pile Cap/Footinglinear ft.139,863139,862100
Reinforced Concrete Pier Caplinear ft.9,6108,82977560
Bearings
Elastomeric Bearingeach2,3402,340000
Movable Bearingeach60600
Fixed Bearingeach60600
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.12,43012,3527620
Other Material Bridge Raillinear ft.24,93124,69922840