Share:

HWY MAVERICK ST over OTHER PEDESTRIAN WLKWY

Map 

Coordinates:
+42.36944, -71.03778
42°22'10" N, 71°02'16" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:HWY MAVERICK ST over OTHER PEDESTRIAN WLKWY
Structure number:B160753HRDOT634
Location:1.6 KM S OF SR 1A
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Minor Arterial (Urban) [16]
Length of largest span:38.4 ft. [11.7 m]
Total length:42.0 ft. [12.8 m]
Roadway width between curbs:33.5 ft. [10.2 m]
Deck width edge-to-edge:49.9 ft. [15.2 m]
Vertical clearance below bridge:15.7 ft. [4.8 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1908
Year reconstructed:1975
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 18 / H 20 [4]
Main span material:Prestressed concrete [5]
Main span design:Slab [01]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: February 2016 

Status:Open, no restriction [A]
Average daily traffic:8,000 [as of 2016]
Truck traffic:3% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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]
Operating rating:55.4 tons [50.4 metric tons]
Inventory rating:31.7 tons [28.8 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:77.8
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,114,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201677.8Functionally obsoleteFairFairSatisfactory8000
February 201478.0Functionally obsoleteFairFairSatisfactory6700
February 201278.0Functionally obsoleteFairFairSatisfactory6700
February 201077.8Functionally obsoleteFairFairSatisfactory8000