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FAS 1820 over LOHFF CREEK

Map

Coordinates:
+40.08282, -98.79714
40°04'58" N, 98°47'50" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAS 1820 over LOHFF CREEK
Structure number:C003103815P
Location:F AND 40
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:25.9 ft. [7.9 m]
Total length:66.9 ft. [20.4 m]
Roadway width between curbs:28.2 ft. [8.6 m]
Deck width edge-to-edge:30.2 ft. [9.2 m]
Owner:County Highway Agency [02]
Year built:1984
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: September 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:155 [as of 2011]
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:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:96.8

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2018GoodExcellentExcellentExcellent15596.8
September 2016GoodExcellentExcellentExcellent15596.9
October 2014GoodExcellentExcellentExcellent15596.9
December 2012GoodExcellentExcellentExcellent15599.9
December 2010GoodExcellentExcellentExcellent14099.9
December 2008GoodExcellentExcellentExcellent10099.9
October 2006GoodExcellentExcellentExcellent10099.9
November 2004GoodExcellentExcellentExcellent14099.9
November 2002GoodExcellentExcellentExcellent9599.9
November 2000GoodExcellentExcellentExcellent13099.9
November 1998GoodExcellentExcellentExcellent13099.9
November 1996GoodExcellentExcellentExcellent14099.9
October 1994GoodExcellentExcellentExcellent14099.9
November 1992GoodExcellentExcellentExcellent14599.9
October 1990GoodExcellentExcellentExcellent12599.9