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CATALPA AVENUE over CHALK MINE RUN

Map

Coordinates:
+37.74532, -79.34880
37°44'43" N, 79°20'56" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CATALPA AVENUE over CHALK MINE RUN
Structure number:000000000024170
Location:.03 30TH ST/.08 32TH ST
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:74.2 ft. [22.6 m]
Total length:148.0 ft. [45.1 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:43.6 ft. [13.3 m]
Skew angle:30°
Owner:City or Municipal Highway Agency [04]
Year built:1993
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:2
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: February 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:2,088 [as of 2014]
Truck traffic:2% 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: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 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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:92.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2017GoodGoodGoodGood208892.0
February 2015GoodGoodGoodGood208892.0
February 2013GoodGoodGoodGood385980.6
February 2011GoodGoodGoodGood385980.6
February 2009GoodGoodGoodGood385980.6
March 2007GoodGoodGoodGood385982.6
May 2005GoodGoodGoodGood385983.0
April 2003GoodGoodGoodGood385983.0
April 2001GoodGoodGoodGood385983.0
April 1999FairVery GoodSatisfactoryVery Good385983.0
July 1997FairVery GoodSatisfactoryVery Good385983.0
September 1995GoodExcellentVery GoodVery Good385983.0