Share:

SH 103 Carroll over KENNER CREEK

Map

Coordinates:
+36.13801, -93.41390
36°08'17" N, 93°24'50" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SH 103 Carroll over KENNER CREEK
Structure number:000000000006624
Location:1.26 MI N NEWTON CO LINE
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:44.9 ft. [13.7 m]
Total length:228.0 ft. [69.5 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:26.9 ft. [8.2 m]
Owner:State Highway Agency [01]
Year built:1997
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:5
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: May 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:280 [as of 2014]
Truck traffic:1% of total traffic
Deck condition:Good [7 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Superior to present desirable criteria [9]
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 assessed or calculated scour condition. [5]
Sufficiency rating:89.4

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2017GoodGoodGoodGood28089.4
May 2015GoodVery GoodGoodVery Good19094.1
May 2013GoodVery GoodGoodVery Good19094.1
May 2011GoodVery GoodGoodVery Good31089.3
July 2009GoodVery GoodGoodVery Good31089.3
August 2007GoodVery GoodGoodVery Good27089.4
August 2005GoodVery GoodGoodVery Good37089.2
August 2003GoodVery GoodGoodVery Good25094.0
August 2001GoodVery GoodVery GoodVery Good20094.1

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.9008208000
Steel Protective Coatingsq. ft.7,1627,04456620
Deck
Reinforced Concrete Decksq. ft.6,1105,97513500
Substructure
Steel Columneach107120
Steel Protective Coatingsq. ft.4203580620
Reinforced Concrete Columneach41300
Reinforced Concrete Abutmentlinear ft.7573200
Reinforced Concrete Pier Caplinear ft.1441241820
Joints
Compression Jointlinear ft.2221527000
Bearings
Movable Bearingeach209830
Steel Protective Coatingsq. ft.2012800
Fixed Bearingeach208930
Steel Protective Coatingsq. ft.2019010
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.456456000