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PECAN DR (1487) over PERKINS CREEK

Map 

Coordinates:
+37.04180, -88.40921
37°02'30" N, 88°24'33" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:PECAN DR (1487) over PERKINS CREEK
Structure number:073C00082N
Location:.5 MI W. OF BUCKNER LN
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:103.0 ft. [31.4 m]
Total length:106.0 ft. [32.3 m]
Roadway width between curbs:39.0 ft. [11.9 m]
Deck width edge-to-edge:42.7 ft. [13.0 m]
Skew angle:13°
Owner:City or Municipal Highway Agency [04]
Year built:2008
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Main span material:Prestressed concrete [5]
Main span 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: September 2015 

Status:Open, no restriction [A]
Average daily traffic:9,219 [as of 2013]
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
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:Countermeasures have been installed to mitigate an existing problem with scour. [7]
Operating rating:109.8 tons [99.8 metric tons]
Inventory rating:68.5 tons [62.3 metric tons]
Sufficiency rating:97.7

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201597.7Not deficientGoodVery GoodVery Good9219
September 201397.7Not deficientGoodVery GoodVery Good9219
September 201178.0Not deficientVery GoodVery GoodVery Good-
September 200973.0Not deficientVery GoodVery GoodVery Good-
September 200895.0Not deficientVery GoodVery GoodVery Good50