Share:

US 6 ML over N.FK.FRENCHMAN CREEK

Map

Coordinates:
+40.61513, -102.48658
40°36'54" N, 102°29'12" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 6 ML over N.FK.FRENCHMAN CREEK
Structure number:B-27-J
Location:1 MI W of Paoli
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:83.0 ft. [25.3 m]
Total length:169.0 ft. [51.5 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:43.0 ft. [13.1 m]
Skew angle:37°
Owner:State Highway Agency [01]
Year built:2004
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Number of main spans:2
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:Bituminous [6]

Latest Available Inspection: May 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,600 [as of 2011]
Truck traffic:21% 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:Better than present minimum criteria [7]
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 assessed or calculated scour condition. [5]
Operating rating:66.7 tons [60.6 metric tons]
Inventory rating:33.9 tons [30.8 metric tons]
Sufficiency rating:98.9

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201598.9GoodGoodGoodGood-1600
May 201398.9GoodVery GoodGoodVery Good-1600
May 201198.9GoodVery GoodGoodVery Good-1500
April 200998.9GoodVery GoodGoodVery Good-1500
June 200798.9GoodVery GoodGoodVery Good-1500
August 200598.9GoodExcellentExcellentExcellent-1576
January 200499.6GoodVery GoodVery GoodVery Good-1576

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.6646491500
Deck
Reinforced Concrete Decksq. ft.7,2717,266500
Wearing Surfacessq. ft.6,7646,42633800
Substructure
Reinforced Concrete Columneach55000
Reinforced Concrete Abutmentlinear ft.108525600
Reinforced Concrete Pier Caplinear ft.5252000
Joints
Strip Seal Jointlinear ft.8608600
Pourable Jointlinear ft.108108000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.338338000
Steel Protective Coatingsq. ft.338338000