Share:

I485 EBL over LONG CREEK

Map

Coordinates:
+35.34528, -80.87603
35°20'43" N, 80°52'34" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I485 EBL over LONG CREEK
Structure number:000000001190961
Location:0.8 MI. W. JCT. SR2113
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:78.1 ft. [23.8 m]
Total length:279.9 ft. [85.3 m]
Roadway width between curbs:59.1 ft. [18.0 m]
Deck width edge-to-edge:62.0 ft. [18.9 m]
Skew angle:35°
Owner:State Highway Agency [01]
Year built:2008
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:4
Main spans material:Prestressed concrete continuous [6]
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: April 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:20,500 [as of 2013]
Truck traffic:16% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:66.9 tons [60.8 metric tons]
Inventory rating:38.9 tons [35.4 metric tons]
Sufficiency rating:91.9

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201591.9FairSatisfactoryGoodGood-20500
April 201392.0GoodGoodGoodGood-19500
April 201190.2GoodGoodGoodGood-31000
May 200996.2GoodVery GoodExcellentExcellent-31550
December 200896.2GoodExcellentExcellentExcellent-31550

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.2,0022,002000
Deck
Reinforced Concrete Decksq. ft.17,36716,70965800
Substructure
Reinforced Concrete Columneach1212000
Reinforced Concrete Abutmentlinear ft.212212000
Reinforced Concrete Pileeach1212000
Reinforced Concrete Pier Caplinear ft.400400000
Concrete Protective Coatingsq. ft.2,6362,636000
Joints
Compression Jointlinear ft.1241042000
Bearings
Elastomeric Bearingeach5656000
Steel Protective Coatingsq. ft.112112000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.5625332900