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HWY HERALD ST over RR CSX SPUR

Map 

Coordinates:
+42.34661, -71.06459
42°20'48" N, 71°03'53" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:HWY HERALD ST over RR CSX SPUR
Structure number:B1627538QMUNNBI
Location:IN FRONT OF HERALD BLDG
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:88.9 ft. [27.1 m]
Total length:92.9 ft. [28.3 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:51.8 ft. [15.8 m]
Vertical clearance below bridge:16.7 ft. [5.1 m]
Skew angle:99°
Owner:City or Municipal Highway Agency [04]
Year built:1957
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Concrete [1]
Main span design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2015 

Status:Posted for load [P]
Average daily traffic:30,500 [as of 2014]
Truck traffic:20% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Basically intolerable requiring high priority of replacement [2]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Scour condition:Bridge not over waterway. [N]
Operating rating:47.1 tons [42.8 metric tons]
Inventory rating:28.3 tons [25.7 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:34.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$4,375,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201534.8Structurally deficientSatisfactoryPoorSatisfactory30500
March 201434.8Structurally deficientSatisfactoryPoorSatisfactory30500
March 201234.8Structurally deficientSatisfactoryPoorSatisfactory30500
March 201035.2Structurally deficientSatisfactoryPoorSatisfactory28900
March 200835.3Structurally deficientSatisfactoryPoorSatisfactory28600
March 200635.4Structurally deficientSatisfactoryPoorSatisfactory28200
March 200457.8Functionally obsoleteSatisfactoryFairSatisfactory26400
March 200258.0Functionally obsoleteSatisfactoryFairSatisfactory25400
March 200058.3Functionally obsoleteSatisfactoryFairSatisfactory29482