+44.05573, -69.77259
44°03'21" N, 69°46'21" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:128 over EASTERN RIVER
Structure number:3880
Location:2.5 MI NO TOWNLINE
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:85.0 ft. [25.9 m]
Total length:264.1 ft. [80.5 m]
Roadway width between curbs:22.6 ft. [6.9 m]
Deck width edge-to-edge:25.6 ft. [7.8 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Owner:State Highway Agency [01]
Year built:1955
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:3
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: October 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:928 [as of 2016]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Sufficiency rating:79.4

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2018FairSatisfactorySatisfactorySatisfactory92879.4
May 2017FairSatisfactorySatisfactorySatisfactory92874.1
September 2015FairSatisfactorySatisfactorySatisfactory95571.0
August 2014FairSatisfactoryGoodSatisfactory94580.9
August 2013FairSatisfactoryGoodSatisfactory111770.4
August 2012FairSatisfactoryGoodSatisfactory111770.4
December 2010FairSatisfactoryGoodGood114070.4
March 2008FairSatisfactoryGoodGood116070.4
January 2006FairSatisfactoryGoodGood147470.4
September 2003FairSatisfactoryGoodFair147459.0
October 2001FairSatisfactoryGoodFair123059.0
June 1999PoorSatisfactoryGoodPoor135044.9
May 1997FairSatisfactoryGoodFair135159.0
November 1995FairSatisfactoryGoodFair-77.2
February 1994FairSatisfactoryGoodFair114058.9
May 1991FairSatisfactoryGoodFair94059.6

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Steel Girder/Beamlinear ft.8688086000
Steel Protective Coatingsq. ft.8687888000
Reinforced Concrete Decksq. ft.5,5344,0341,50000
Reinforced Concrete Pier Walllinear ft.26131300
Reinforced Concrete Abutmentlinear ft.52133900
Steel Pileeach125520
Steel Protective Coatingsq. ft.1201200
Reinforced Concrete Pier Caplinear ft.2602600
Movable Bearingeach43100
Fixed Bearingeach1210200
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.5284418700
Reinforced Concrete Slabsq. ft.1,19901,19900