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US1 TO I95 NB over SE 1ST AVE TO NW 2ND ST

Map 

Coordinates:
+25.77278, -80.19806
25°46'22" N, 80°11'53" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:US1 TO I95 NB over SE 1ST AVE TO NW 2ND ST
Structure number:870475
Location:DOWNTOWN INTRCHG
Purpose:Carries highway overpass over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:131.9 ft. [40.2 m]
Total length:3552.7 ft. [1082.8 m]
Roadway width between curbs:19.7 ft. [6.0 m]
Deck width edge-to-edge:22.0 ft. [6.7 m]
Vertical clearance above deck:15.4 ft. [4.7 m]
Vertical clearance below bridge:14.4 ft. [4.4 m]
Skew angle:99°
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:4
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: November 2014 

Status:Open, no restriction [A]
Average daily traffic:16,000 [as of 2013]
Truck traffic:5% 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:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Better than present minimum criteria [7]
Scour condition:Bridge not over waterway. [N]
Operating rating:54.8 tons [49.8 metric tons]
Inventory rating:32.8 tons [29.8 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:83.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201483.9Functionally obsoleteGoodGoodGood16000
November 201286.1Not deficientGoodGoodGood15000
November 201086.1Not deficientGoodGoodGood14500
November 200886.0Not deficientGoodGoodGood15750
November 200686.1Not deficientGoodGoodGood15000
November 200490.8Not deficientGoodVery GoodVery Good17750
November 200290.8Not deficientGoodVery GoodVery Good17500
November 200092.0Not deficientGoodVery GoodVery Good5990
October 199892.0Not deficientGoodVery GoodVery Good5990
November 199690.0Not deficientGoodVery GoodVery Good5720
November 199490.0Not deficientGoodVery GoodVery Good5720
May 199390.0Not deficientGoodVery GoodVery Good5200
January 199290.0Not deficientGoodGoodVery Good5200
May 199190.0Not deficientGoodGoodVery Good5200