NW 14 ST over I-95 SB (SR-9A)


+25.78667, -80.20333
25°47'12" N, 80°12'12" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:NW 14 ST over I-95 SB (SR-9A)
Structure number:870365
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Local (Urban) [19]
Length of largest span:64.3 ft. [19.6 m]
Total length:142.1 ft. [43.3 m]
Roadway width between curbs:50.2 ft. [15.3 m]
Deck width edge-to-edge:64.0 ft. [19.5 m]
Vertical clearance below bridge:15.4 ft. [4.7 m]
Skew angle:23°
Owner:State Highway Agency [01]
Year built:1968
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: May 2015 

Status:Open, no restriction [A]
Average daily traffic:6,246 [as of 2014]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present minimum criteria [6]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Operating rating:72.4 tons [65.8 metric tons]
Inventory rating:43.3 tons [39.4 metric tons]
Sufficiency rating:95.1

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201595.1Not deficientGoodGoodGood6246
May 201395.1Not deficientGoodGoodGood6246
June 201195.1Not deficientGoodGoodGood6246
June 200975.9Functionally obsoleteGoodGoodGood6246
July 200777.9Functionally obsoleteGoodGoodGood6246
August 200579.4Functionally obsoleteVery GoodGoodVery Good4934
November 200279.4Functionally obsoleteVery GoodGoodVery Good4791
September 200079.3Functionally obsoleteVery GoodGoodVery Good5304
September 199880.6Functionally obsoleteVery GoodGoodVery Good5304
October 199682.6Not deficientVery GoodGoodVery Good5304
October 199483.3Not deficientVery GoodVery GoodVery Good5304
November 199283.3Not deficientVery GoodVery GoodVery Good5304
October 199083.3Not deficientVery GoodVery GoodVery Good5304