+35.19500, -90.03472
35°11'42" N, 90°02'05" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:FAP 3 over OVERFLOW
Structure number:79SR0030027
Location:.19 FM RP TO SR300
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:100.1 ft. [30.5 m]
Total length:276.3 ft. [84.2 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:51.8 ft. [15.8 m]
Owner:State Highway Agency [01]
Year built:1934
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
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:Bituminous [6]

Latest Available Inspection: February 2017 

Status:Open, no restriction [A]
Average daily traffic:12,160 [as of 2015]
Truck traffic:11% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 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]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:50.5 tons [45.9 metric tons]
Inventory rating:29.7 tons [27.0 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:47.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$6,668,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201747.9Functionally obsoleteSatisfactorySatisfactoryFair12160
March 201547.9Functionally obsoleteSatisfactorySatisfactoryFair11510
March 201347.9Functionally obsoleteSatisfactorySatisfactoryFair9910
June 201147.9Functionally obsoleteSatisfactorySatisfactoryFair12260
June 200948.9Functionally obsoleteSatisfactorySatisfactoryFair10580
August 200748.9Functionally obsoleteSatisfactorySatisfactoryFair13290
September 200547.9Functionally obsoleteSatisfactorySatisfactoryFair13080
September 200347.9Functionally obsoleteSatisfactorySatisfactoryFair12250
October 200159.9Functionally obsoleteSatisfactorySatisfactorySatisfactory12100
February 200059.9Functionally obsoleteSatisfactorySatisfactorySatisfactory12650
February 199827.5Structurally deficientSatisfactoryPoorSatisfactory11040
September 199527.5Structurally deficientSatisfactoryPoorSatisfactory11130
August 199328.9Structurally deficientSatisfactoryPoorSatisfactory12200
December 199128.9Structurally deficientSatisfactoryPoorSatisfactory11800