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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, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,7001,696400
Deck
Reinforced Concrete Decksq. ft.9,1808,80237800
Substructure
Reinforced Concrete Columneach66000
Reinforced Concrete Abutmentlinear ft.1841602400
Reinforced Concrete Pier Caplinear ft.177177000
Joints
Pourable Jointlinear ft.18415220120
Bearings
Elastomeric Bearingeach4040000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.3403004000