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FAP 3 297491X over CNIC RAILROAD

Map

Coordinates:
+35.20594, -90.03333
35°12'21" N, 90°01'60" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAP 3 297491X over CNIC RAILROAD
Structure number:79SR0030029
Location:0.45 MI. NORTH OF SR-300
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:63.7 ft. [19.4 m]
Total length:170.0 ft. [51.8 m]
Roadway width between curbs:48.9 ft. [14.9 m]
Deck width edge-to-edge:52.5 ft. [16.0 m]
Vertical clearance below bridge:19.7 ft. [6.0 m]
Skew angle:54°
Owner:State Highway Agency [01]
Year built:1934
Year reconstructed:2001
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 13.5 / H 15 [2]
Number of main spans:3
Main spans material:Steel continuous [4]
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: February 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:27,940 [as of 2015]
Truck traffic:11% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:46.7
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$3,574,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2017FairFairSatisfactorySatisfactory2794046.7
March 2015FairFairSatisfactorySatisfactory2745046.7
February 2013FairFairSatisfactorySatisfactory2758046.7
April 2011FairFairSatisfactorySatisfactory3201046.7
May 2009PoorPoorSatisfactorySatisfactory3133048.5
August 2007FairFairSatisfactorySatisfactory3176046.7
August 2005FairSatisfactorySatisfactorySatisfactory3124047.7
September 2003FairSatisfactorySatisfactorySatisfactory3174047.7
October 2001FairFairSatisfactoryFair3188040.5
February 2000FairFairSatisfactoryFair3330040.5
February 1998FairSatisfactoryFairFair3073041.5
September 1995FairSatisfactoryFairFair2968044.2
August 1993FairSatisfactoryFairFair3015045.8
December 1991FairSatisfactoryFairFair2838045.8

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,7001,700000
Deck
Reinforced Concrete Decksq. ft.9,18009,18000
Substructure
Reinforced Concrete Columneach1414000
Reinforced Concrete Abutmentlinear ft.2242032100
Reinforced Concrete Pier Caplinear ft.184184000
Bearings
Elastomeric Bearingeach4040000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.340340000