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H Street & Mas over CENTER LEG INNER LOOP

Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:H Street & Mas over CENTER LEG INNER LOOP
Structure number:1140
Location:HST OVER INNERLOOP I-395
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:81.0 ft. [24.7 m]
Total length:165.0 ft. [50.3 m]
Roadway width between curbs:69.9 ft. [21.3 m]
Deck width edge-to-edge:192.6 ft. [58.7 m]
Vertical clearance below bridge:15.4 ft. [4.7 m]
Owner:State Highway Agency [01]
Year built:1968
Year reconstructed:2013
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:2
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: July 2015 

Status:Open, no restriction [A]
Average daily traffic:24,300 [as of 2007]
Truck traffic:4% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge not over waterway. [N]
Operating rating:67.9 tons [61.7 metric tons]
Inventory rating:39.9 tons [36.3 metric tons]
Sufficiency rating:73.9
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$1,250,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201573.9Not deficientSatisfactoryGoodSatisfactory24300
December 201362.2Not deficientSatisfactoryGoodFair24300
June 201259.2Functionally obsoleteSatisfactorySatisfactoryFair24300
May 201041.0Structurally deficientPoorSatisfactoryPoor24300
February 200869.8Functionally obsoleteFairSatisfactorySatisfactory24300