Share:

MAIN ST/FAS 1925 over TURKEY CREEK

Map

Coordinates:
+40.07400, -99.14200
40°04'26" N, 99°08'31" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:MAIN ST/FAS 1925 over TURKEY CREEK
Structure number:M169000515
Location:NAPONEE MAIN @ BROADWAY
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:49.9 ft. [15.2 m]
Total length:127.0 ft. [38.7 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:27.9 ft. [8.5 m]
Skew angle:15°
Owner:City or Municipal Highway Agency [04]
Year built:2016
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
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: September 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:195 [as of 2008]
Truck traffic:15% of total traffic
Deck condition:Excellent [9 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Excellent [9 out of 9]
Structural appraisal:Superior to present desirable criteria [9]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9]
Pier/abutment protection:In place and functioning [2]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Sufficiency rating:99.7
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2017GoodExcellentExcellentExcellent19599.7
September 2015PoorSatisfactoryVery GoodSerious14523.2
September 2014PoorSatisfactoryVery GoodSerious14523.2
September 2013PoorSatisfactoryVery GoodSerious14524.8
September 2012PoorSatisfactoryVery GoodSerious14524.8
October 2011PoorSatisfactoryVery GoodSerious14524.8
December 2010PoorSatisfactoryVery GoodSerious20524.8
October 2009PoorSatisfactoryVery GoodSerious19524.8
November 2007PoorSatisfactoryVery GoodSerious19524.8
October 2006PoorSatisfactoryVery GoodSerious19524.8
November 2004PoorSatisfactoryVery GoodSerious19024.8
November 2002FairSatisfactoryVery GoodFair13548.9
December 2000FairSatisfactoryVery GoodFair27547.9
October 1998FairSatisfactoryVery GoodFair27547.9
November 1996FairSatisfactoryVery GoodFair19548.9
October 1994FairGoodVery GoodFair19547.9
November 1992FairGoodVery GoodFair19557.5
October 1990FairGoodVery GoodFair20557.5