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FAP 3 297491X over CNIC RAILROAD

Map 

Coordinates:
+35.20583, -90.03333
35°12'21" N, 90°01'60" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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:20.7 ft. [6.3 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: March 2015 

Status:Open, no restriction [A]
Average daily traffic:27,450 [as of 2014]
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]
Operating rating:38.6 tons [35.1 metric tons]
Inventory rating:23.8 tons [21.6 metric tons]
Evaluation:Functionally obsolete [2]
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 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201546.7Functionally obsoleteFairSatisfactorySatisfactory27450
February 201346.7Functionally obsoleteFairSatisfactorySatisfactory27580
April 201146.7Functionally obsoleteFairSatisfactorySatisfactory32010
May 200948.5Not deficientPoorSatisfactorySatisfactory31330
August 200746.7Not deficientFairSatisfactorySatisfactory31760
August 200547.7Not deficientSatisfactorySatisfactorySatisfactory31240
September 200347.7Not deficientSatisfactorySatisfactorySatisfactory31740
October 200140.5Functionally obsoleteFairSatisfactoryFair31880
February 200040.5Functionally obsoleteFairSatisfactoryFair33300
February 199841.5Functionally obsoleteSatisfactoryFairFair30730
September 199544.2Functionally obsoleteSatisfactoryFairFair29680
August 199345.8Functionally obsoleteSatisfactoryFairFair30150
December 199145.8Functionally obsoleteSatisfactoryFairFair28380