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SPRING GROVE AVE over MILL CREEK

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

Facts 

Name:SPRING GROVE AVE over MILL CREEK
Structure number:3137074
Location:300 FT NE INT KINGS R&SPR
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:96.1 ft. [29.3 m]
Total length:181.1 ft. [55.2 m]
Roadway width between curbs:60.0 ft. [18.3 m]
Deck width edge-to-edge:74.5 ft. [22.7 m]
Skew angle:99°
Owner:County Highway Agency [02]
Year built:1993
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:2
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Other [9]

Latest Available Inspection: April 2015 

Status:Open, no restriction [A]
Average daily traffic:13,200 [as of 1990]
Truck traffic:11% of total traffic
Deck condition:Very Good [8 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: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: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:106.9 tons [97.2 metric tons]
Inventory rating:106.9 tons [97.2 metric tons]
Sufficiency rating:95.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201595.9Not deficientVery GoodVery GoodGood13200
March 201495.9Not deficientVery GoodVery GoodGood13200
May 201295.9Not deficientVery GoodVery GoodGood13200
May 201195.9Not deficientVery GoodVery GoodGood13200
June 201095.9Not deficientGoodVery GoodGood13200
June 200995.9Not deficientGoodVery GoodGood13200
May 200895.9Not deficientGoodVery GoodGood13200
July 200795.9Not deficientGoodVery GoodGood13200
April 200695.9Not deficientGoodVery GoodGood13200
February 200595.9Not deficientGoodVery GoodGood13200
December 200295.9Not deficientGoodVery GoodGood13200
January 200295.9Not deficientGoodVery GoodGood13200
March 200095.9Not deficientGoodVery GoodGood13200
December 199895.9Not deficientGoodVery GoodGood13200
October 199595.9Not deficientGoodVery GoodGood13200
199697.0Not deficient---13200