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LRD N SHERMAN BLVD over LINCOLN CREEK

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

Facts 

Name:LRD N SHERMAN BLVD over LINCOLN CREEK
Structure number:B40041500000000
Location:0.5M N JCT STH 190
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:61.0 ft. [18.6 m]
Total length:63.0 ft. [19.2 m]
Roadway width between curbs:67.9 ft. [20.7 m]
Deck width edge-to-edge:111.9 ft. [34.1 m]
Owner:City or Municipal Highway Agency [04]
Year built:2002
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Concrete [1]
Main span design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:23,255 [as of 2014]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9]
Culvert condition:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:59.3 tons [53.9 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:98.9

Previous Inspections 

DateSuff. RatingConditionCulvert ConditionSD/FOADT
June 201698.9Good7 out of 10-23255
June 201498.9Good8 out of 10-23255
June 201296.9Good8 out of 10-23255
June 201095.7Good8 out of 10-23200
April 200895.7Good8 out of 10-23200
April 200693.7Good8 out of 10-23200
April 200493.7Good8 out of 10-23200
October 200279.4GoodN out of 10-15000