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L-00017 over BNSF R/R, Raton Creek

Map

Coordinates:
+36.91602, -104.44726
36°54'58" N, 104°26'50" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:L-00017 over BNSF R/R, Raton Creek
Structure number:000000000008838
Location:3.7 MI N RATON S INTERCHG
Purpose:Carries highway over railroad and waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:101.1 ft. [30.8 m]
Total length:299.9 ft. [91.4 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:43.0 ft. [13.1 m]
Vertical clearance below bridge:26.2 ft. [8.0 m]
Skew angle:38°
Owner:State Highway Agency [01]
Year built:1993
Year reconstructed:2001
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:16
Main spans material:Prestressed concrete continuous [6]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: October 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:6,324 [as of 2017]
Truck traffic:8% 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]
Underclearances appraisal:Superior to present desirable criteria [9]
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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:95.1
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$948,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2017GoodGoodGoodGood632495.1
October 2015GoodGoodGoodGood639495.1
October 2013GoodGoodVery GoodGood639495.1
October 2011GoodGoodVery GoodGood194798.8
October 2009GoodGoodVery GoodGood193598.8
October 2007GoodGoodVery GoodGood191898.8
October 2005GoodGoodVery GoodGood549095.6
December 2003GoodGoodVery GoodGood523295.8
January 2002GoodGoodVery GoodGood502595.9
July 2000PoorGoodVery GoodPoor493568.6
June 1999PoorGoodVery GoodPoor193571.3
July 1997PoorGoodVery GoodPoor186771.3
August 1995PoorGoodVery GoodPoor181671.4
September 1993GoodGoodVery GoodVery Good131099.2

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.1,8011,801000
Deck
Reinforced Concrete Decksq. ft.12,895012,89500
Substructure
Steel Columneach6565000
Reinforced Concrete Columneach44000
Reinforced Concrete Abutmentlinear ft.115595600
Reinforced Concrete Pier Caplinear ft.102102000
Joints
Strip Seal Jointlinear ft.312312000
Bearings
Elastomeric Bearingeach36018018
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.65942902300
Steel Protective Coatingsq. ft.10,75310,753000
Deck
Reinforced Concrete Slabsq. ft.12,09912,099000