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HWY SUMMER ST over WATER RESERVE CHANNEL

Map 

Coordinates:
+42.34365, -71.03809
42°20'37" N, 71°02'17" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:HWY SUMMER ST over WATER RESERVE CHANNEL
Structure number:B1603438BMUNNBI
Location:1. 6 KM SE OF FT PT CHAN
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:54.8 ft. [16.7 m]
Total length:932.1 ft. [284.1 m]
Roadway width between curbs:56.1 ft. [17.1 m]
Deck width edge-to-edge:70.9 ft. [21.6 m]
Vertical clearance below bridge:5.9 ft. [1.8 m]
Skew angle:35°
Owner:City or Municipal Highway Agency [04]
Year built:1892
Year reconstructed:2003
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Design load:MS 18 / HS 20 [5]
Number of main spans:17
Main spans material:Prestressed concrete continuous [6]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2014 

Status:Open, no restriction [A]
Average daily traffic:22,900 [as of 2014]
Truck traffic:18% 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Pier/abutment protection:In place and functioning [2]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:61.3 tons [55.7 metric tons]
Inventory rating:36.7 tons [33.4 metric tons]
Sufficiency rating:91.8
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$7,906,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201491.8Not deficientGoodGoodGood22900
May 201290.6Not deficientGoodGoodSatisfactory35400
May 201090.6Not deficientGoodGoodGood35400
May 200890.6Not deficientGoodGoodGood35400
April 200692.4Not deficientGoodGoodGood16100
April 200491.8Not deficientGoodGoodGood22500
April 20022.0Structurally deficient---27360
June 20004.0Structurally deficientFairPoorCritical27360