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LACY RD over LONG BRANCH CREEK

Map 

Coordinates:
+40.17917, -85.96500
40°10'45" N, 85°57'54" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LACY RD over LONG BRANCH CREEK
Structure number:2900081
Location:00.71 S of 266th St
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:30.8 ft. [9.4 m]
Total length:81.0 ft. [24.7 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:32.5 ft. [9.9 m]
Skew angle:45°
Owner:County Highway Agency [02]
Year built:2003
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:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: August 2011 

Status:Open, no restriction [A]
Average daily traffic:438 [as of 2009]
Truck traffic:2% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present minimum criteria [6]
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:44.6 tons [40.5 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:99.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201199.9Not deficientGoodGoodVery Good438
August 200999.9Not deficientGoodGoodVery Good197
July 200799.9Not deficientVery GoodVery GoodVery Good197
September 2005100.0Not deficientVery GoodVery GoodVery Good191
September 2003100.0Not deficientExcellentExcellentExcellent152
August 200147.2Functionally obsolete-SatisfactorySatisfactory126
July 199947.2Functionally obsolete-SatisfactorySatisfactory126
July 199741.3Functionally obsolete-FairSatisfactory118
April 199568.1Not deficient-SatisfactorySatisfactory50
June 199368.1Not deficient-SatisfactorySatisfactory100
May 199121.5Functionally obsoleteSatisfactoryFairSatisfactory800