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FRANKLIN ST over SOUTH PLATTE RIVER

Map

Coordinates:
+39.79069, -104.96887
39°47'26" N, 104°58'08" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FRANKLIN ST over SOUTH PLATTE RIVER
Structure number:D-02-PR-010
Location:FRANKLIN AT 53RD AVENUE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:76.4 ft. [23.3 m]
Total length:310.4 ft. [94.6 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:52.2 ft. [15.9 m]
Skew angle:40°
Owner:City or Municipal Highway Agency [04]
Year built:1965
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:4
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:5,733 [as of 2016]
Truck traffic:9% 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:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:58.2 tons [52.9 metric tons]
Inventory rating:35.0 tons [31.8 metric tons]
Sufficiency rating:97.0

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201697.0GoodGoodGoodGood-5733
October 201497.6GoodGoodGoodGood-1723
October 201297.6GoodGoodGoodGood-1723
October 201097.7GoodGoodGoodGood-1431
November 200897.7GoodGoodGoodGood-1431
October 200697.5GoodGoodGoodGood-2653
August 200498.5GoodGoodGoodGood-2653
October 200298.5GoodGoodGoodGood-2653
September 200096.4GoodVery GoodGoodGood-2000
November 199996.4GoodVery GoodGoodGood-2000
November 199896.4GoodVery GoodGoodGood-2000
March 199696.3FairSatisfactoryGoodGood-3233
November 199494.5GoodGoodGoodGood-3233
December 199294.5GoodGoodGoodGood-3233
September 199094.7FairGoodGoodSatisfactory-2001

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.1,8611,7897200
Deck
Reinforced Concrete Decksq. ft.16,13615,97516100
Wearing Surfacessq. ft.16,13616,136000
Substructure
Reinforced Concrete Pier Walllinear ft.204204000
Reinforced Concrete Abutmentlinear ft.136136000
Reinforced Concrete Pier Caplinear ft.2041901400
Joints
Pourable Jointlinear ft.136136000
Open Jointlinear ft.20410210200
Bearings
Movable Bearingeach2424000
Steel Protective Coatingsq. ft.10,75310,753000
Fixed Bearingeach2424000
Steel Protective Coatingsq. ft.10,75310,753000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.621621000
Steel Protective Coatingsq. ft.10,75310,753000