5294 (TRIGG AVE.) over TRIGG AVE / I-55


+35.11269, -90.07442
35°06'46" N, 90°04'28" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:5294 (TRIGG AVE.) over TRIGG AVE / I-55
Structure number:79I00550083
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Collector (Urban) [17]
Length of largest span:62.0 ft. [18.9 m]
Total length:126.0 ft. [38.4 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:58.1 ft. [17.7 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:24°
Owner:State Highway Agency [01]
Year built:1961
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 18 / H 20 [4]
Number of main spans:2
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: December 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,920 [as of 2019]
Truck traffic:1% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
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]
Sufficiency rating:78.3
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,693,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2018FairFairSatisfactoryGood292078.3
January 2017FairFairSatisfactoryGood292078.3
February 2015FairFairSatisfactoryGood292079.3
February 2013FairFairSatisfactoryGood292079.3
March 2011FairFairSatisfactoryGood292079.3
April 2009FairFairSatisfactoryGood292079.3
June 2007FairFairSatisfactoryGood292079.3
August 2005GoodGoodGoodGood292079.3
August 2003GoodGoodGoodGood292079.3
September 2001GoodGoodGoodGood95088.2
January 2000GoodGoodGoodGood95086.2
June 1998GoodGoodGoodGood202076.0
September 1995FairSatisfactorySatisfactorySatisfactory202080.2
August 1993FairSatisfactorySatisfactorySatisfactory202080.2
November 1991FairSatisfactorySatisfactorySatisfactory202080.2

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Prestressed Concrete Girder/Beamlinear ft.1,6381,633500
Reinforced Concrete Decksq. ft.7,3717,365600
Reinforced Concrete Columneach33000
Reinforced Concrete Abutmentlinear ft.1261161000
Reinforced Concrete Pier Caplinear ft.4848000
Elastomeric Bearingeach3939000
Bridge Rail
Other Material Bridge Raillinear ft.252252000