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SPRING GROVE AVE over MILL CREEK (SPRING-GROVE

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

Facts

Name:SPRING GROVE AVE over MILL CREEK (SPRING-GROVE
Structure number:3137031
Location:AT SPRG GR I-74 OVERPASS
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:81.0 ft. [24.7 m]
Total length:211.0 ft. [64.3 m]
Roadway width between curbs:60.0 ft. [18.3 m]
Deck width edge-to-edge:82.4 ft. [25.1 m]
Skew angle:11°
Owner:County Highway Agency [02]
Year built:1970
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:Other [9]

Latest Available Inspection: August 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:16,265 [as of 2015]
Truck traffic:7% 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:68.1 tons [61.9 metric tons]
Inventory rating:41.0 tons [37.3 metric tons]
Sufficiency rating:96.7

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201696.7GoodGoodGoodGood-16265
September 201596.9GoodGoodGoodGood-14685
July 201496.9GoodGoodGoodGood-14685
May 201396.9GoodGoodGoodGood-14685
June 201296.9GoodGoodGoodGood-14685
March 201196.9GoodGoodGoodGood-14685
June 201088.2FairSatisfactoryGoodSatisfactory-14685
June 200988.2FairSatisfactoryGoodSatisfactory-14685
May 200888.2FairSatisfactoryGoodSatisfactory-14685
May 200788.2FairSatisfactoryGoodSatisfactory-14685
April 200688.2FairSatisfactoryGoodSatisfactory-14685
February 200588.2FairSatisfactoryGoodSatisfactory-14685
January 200388.2FairSatisfactoryGoodSatisfactory-14685
January 200287.9FairSatisfactoryGoodSatisfactory-16400
March 200087.9FairSatisfactoryGoodSatisfactory-16400
November 199887.9FairSatisfactoryGoodSatisfactory-16400
October 199587.9FairSatisfactoryGoodSatisfactory-16400
October 199388.8FairSatisfactoryGoodSatisfactory-16400
December 199288.8FairSatisfactoryGoodSatisfactory-16400
November 199188.8FairSatisfactoryGoodSatisfactory-16400
October 199077.4FairSatisfactorySatisfactoryFair-16400