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US158 over INTRACOASTAL WATERWAY

Map

Coordinates:
+36.34072, -75.95439
36°20'27" 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:64.0 ft. [19.5 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 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:12,000 [as of 2013]
Truck traffic:8% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 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]
Operating rating:98.8 tons [89.8 metric tons]
Inventory rating:38.9 tons [35.4 metric tons]
Sufficiency rating:73.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201673.0FairSatisfactoryFairSatisfactory-12000
September 201468.0FairSatisfactoryFairSatisfactory-12000
September 201262.0FairSatisfactoryFairSatisfactory-13000
September 201061.7FairSatisfactoryFairSatisfactory-12000
October 200868.0FairSatisfactoryFairSatisfactory-15000
December 200668.0FairSatisfactoryFairSatisfactory-15000
October 200468.0FairSatisfactoryFairSatisfactory-15000
April 200368.0FairSatisfactoryFairSatisfactory-17000
June 200168.0FairSatisfactoryFairSatisfactory-14000
January 199968.0FairSatisfactoryFairSatisfactory-10900
May 199180.0GoodGoodGoodGood-8700

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.4,2594,259000
Deck
Reinforced Concrete Decksq. ft.33,80533,805000
Substructure
Reinforced Concrete Columneach1414000
Reinforced Concrete Pile Cap/Footinglinear ft.21010610400
Prestressed Concrete Pileeach110110000
Reinforced Concrete Pier Caplinear ft.440440000
Joints
Compression Jointlinear ft.315315000
Bearings
Elastomeric Bearingeach8080000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1,6141,614000