FAP 14 over SR-14 / I-55


+35.07889, -90.05694
35°04'44" N, 90°03'25" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:FAP 14 over SR-14 / I-55
Structure number:79I00550057
Location:2 MI WEST OF I240 JCT
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:57.7 ft. [17.6 m]
Total length:192.3 ft. [58.6 m]
Roadway width between curbs:80.1 ft. [24.4 m]
Deck width edge-to-edge:94.5 ft. [28.8 m]
Vertical clearance below bridge:14.1 ft. [4.3 m]
Skew angle:26°
Owner:State Highway Agency [01]
Year built:1964
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:4
Main spans material:Prestressed concrete [5]
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:14,760 [as of 2014]
Truck traffic:9% of total traffic
Deck condition:Good [7 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:54.5 tons [49.5 metric tons]
Inventory rating:32.7 tons [29.7 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:65.6
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$4,070,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201565.6Functionally obsoleteGoodSatisfactoryFair14760
March 201375.6Functionally obsoleteGoodSatisfactorySatisfactory21910
April 201175.6Functionally obsoleteGoodSatisfactorySatisfactory24000
May 200976.6Functionally obsoleteGoodSatisfactorySatisfactory27480
August 200748.6Structurally deficientFairPoorFair25490
September 200563.6Functionally obsoleteFairSatisfactoryFair24150
September 200363.6Functionally obsoleteFairSatisfactoryFair24730
October 200175.6Functionally obsoleteSatisfactoryGoodSatisfactory25690
February 200075.6Functionally obsoleteSatisfactoryGoodSatisfactory26190
January 199875.6Functionally obsoleteSatisfactorySatisfactorySatisfactory49700
October 199565.0Functionally obsoleteFairFairFair47150
August 199365.0Functionally obsoleteFairFairFair40760
December 199165.0Functionally obsoleteFairFairFair35550