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FAP 3 over OVERFLOW

Map

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

Facts

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

Good/Fair/Poor Condition:Fair
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]
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201747.9FairSatisfactorySatisfactoryFairFO12160
March 201547.9FairSatisfactorySatisfactoryFairFO11510
March 201347.9FairSatisfactorySatisfactoryFairFO9910
June 201147.9FairSatisfactorySatisfactoryFairFO12260
June 200948.9FairSatisfactorySatisfactoryFairFO10580
August 200748.9FairSatisfactorySatisfactoryFairFO13290
September 200547.9FairSatisfactorySatisfactoryFairFO13080
September 200347.9FairSatisfactorySatisfactoryFairFO12250
October 200159.9FairSatisfactorySatisfactorySatisfactoryFO12100
February 200059.9FairSatisfactorySatisfactorySatisfactoryFO12650
February 199827.5PoorSatisfactoryPoorSatisfactorySD11040
September 199527.5PoorSatisfactoryPoorSatisfactorySD11130
August 199328.9PoorSatisfactoryPoorSatisfactorySD12200
December 199128.9PoorSatisfactoryPoorSatisfactorySD11800