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LRD W HAMPTON AVE over LINCOLN CREEK

Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LRD W HAMPTON AVE over LINCOLN CREEK
Structure number:P40080100000000
Location:2.1M E JCT STH 145
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:60.0 ft. [18.3 m]
Total length:160.1 ft. [48.8 m]
Roadway width between curbs:64.0 ft. [19.5 m]
Deck width edge-to-edge:85.0 ft. [25.9 m]
Owner:City or Municipal Highway Agency [04]
Year built:1961
Year reconstructed:2010
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
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:Bituminous [6]

Latest Available Inspection: June 2014 

Status:Open, no restriction [A]
Average daily traffic:19,816 [as of 2013]
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:75.5 tons [68.6 metric tons]
Inventory rating:44.6 tons [40.5 metric tons]
Sufficiency rating:97.2

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201497.2Not deficientGoodVery GoodGood19816
June 201293.7Not deficientVery GoodVery GoodGood23400
October 201093.7Not deficientVery GoodVery GoodGood23400
June 200877.2Structurally deficientSeriousGoodFair21800
April 200679.3Structurally deficientPoorGoodFair21800
June 200579.3Structurally deficientPoorGoodFair21800
April 200479.3Structurally deficientPoorGoodFair21800
April 200288.6Structurally deficientSeriousGoodSatisfactory23100
July 200090.6Structurally deficientPoorVery GoodSatisfactory23100
March 199894.7Not deficientSatisfactoryVery GoodSatisfactory16400
August 199694.7Not deficientSatisfactoryVery GoodSatisfactory16400
June 199494.5Not deficientSatisfactoryVery GoodSatisfactory16400
October 199293.5Not deficientFairVery GoodSatisfactory16400
September 199093.5Not deficientFairVery GoodSatisfactory16400