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17TH ST over HAW CREEK

Map

Coordinates:
+39.21583, -85.89750
39°12'57" N, 85°53'51" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:17TH ST over HAW CREEK
Structure number:0300208
Location:00.35 E OF CENTRAL AVE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:79.1 ft. [24.1 m]
Total length:210.0 ft. [64.0 m]
Roadway width between curbs:54.1 ft. [16.5 m]
Deck width edge-to-edge:66.6 ft. [20.3 m]
Skew angle:15°
Owner:County Highway Agency [02]
Year built:1968
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:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: March 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:18,950 [as of 2011]
Truck traffic:10% of total traffic
Deck condition:Very Good [8 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:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:44.9 tons [40.8 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:80.8

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201580.8GoodVery GoodGoodGood-18950
February 201380.8GoodVery GoodGoodGood-18950
March 201180.8GoodVery GoodGoodGood-18950
May 200876.2FairFairSatisfactoryGoodFO15045
May 200677.2FairSatisfactoryGoodGoodFO15045
June 200477.2FairSatisfactoryGoodGoodFO15045
June 200277.2FairSatisfactoryGoodGoodFO15045
August 200077.2FairSatisfactoryVery GoodVery GoodFO15045
September 199877.2FairSatisfactoryVery GoodVery GoodFO15045
May 199677.2FairSatisfactoryVery GoodVery GoodFO15045
July 199474.6PoorPoorVery GoodVery GoodSD13900
February 199277.7GoodVery GoodVery GoodVery GoodFO13900
March 199079.7GoodVery GoodVery GoodVery Good-13900