Share:

US74 WBL over LITTLE CREEK

Map

Coordinates:
+34.75937, -79.42009
34°45'34" N, 79°25'12" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US74 WBL over LITTLE CREEK
Structure number:000000001650072
Location:0.5 MI. W. JCT. US74BUS.
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:28.9 ft. [8.8 m]
Total length:120.1 ft. [36.6 m]
Roadway width between curbs:56.4 ft. [17.2 m]
Deck width edge-to-edge:59.1 ft. [18.0 m]
Owner:State Highway Agency [01]
Year built:1965
Year reconstructed:1984
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:Steel [3]
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: January 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:7,000 [as of 2013]
Truck traffic:12% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 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 desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:97.3

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2017FairSatisfactorySatisfactoryGood700097.3
January 2015FairSatisfactorySatisfactoryGood700097.3
January 2013PoorFairPoorFair800068.9
January 2011PoorSatisfactoryPoorSatisfactory800069.9
March 2009PoorSatisfactoryPoorSatisfactory800069.9
February 2007PoorSatisfactoryPoorSatisfactory800069.6
August 2005FairFairSatisfactoryVery Good800095.4
June 2003FairFairSatisfactoryVery Good750095.5
June 2001FairFairSatisfactoryVery Good750096.3
August 1999FairFairSatisfactoryVery Good650096.4
May 1991FairFairVery GoodVery Good485095.8

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,20069850020
Steel Protective Coatingsq. ft.8,0406,080301,9300
Deck
Reinforced Concrete Decksq. ft.7,1827,1661600
Wearing Surfacessq. ft.6,8446,2842503100
Substructure
Reinforced Concrete Abutmentlinear ft.121820390
Prestressed Concrete Pileeach60243600
Reinforced Concrete Pier Caplinear ft.312309030
Joints
Pourable Jointlinear ft.177177000
Bearings
Elastomeric Bearingeach4848000
Steel Protective Coatingsq. ft.4848000
Movable Bearingeach1605110
Steel Protective Coatingsq. ft.1602140
Fixed Bearingeach1611140
Steel Protective Coatingsq. ft.161870
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.242236600