+42.46676, -96.90331
42°28'00" N, 96°54'12" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Structure number:S020 40411
Location:13NE LAUREL
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:32.2 ft. [9.8 m]
Total length:82.0 ft. [25.0 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:46.3 ft. [14.1 m]
Owner:State Highway Agency [01]
Year built:2004
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:3
Main spans material:Prestressed concrete continuous [6]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: September 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:2,505 [as of 2012]
Truck traffic:23% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Better than present minimum criteria [7]
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]
Operating rating:101.5 tons [92.3 metric tons]
Inventory rating:54.6 tons [49.6 metric tons]
Sufficiency rating:94.3
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201694.3GoodVery GoodExcellentVery Good-2505
September 201494.3GoodVery GoodExcellentVery Good-2505
September 201299.5GoodVery GoodExcellentVery Good-2090
September 201099.5GoodExcellentExcellentExcellent-2320
September 200899.5GoodExcellentExcellentExcellent-2320
August 200699.5GoodExcellentExcellentExcellent-1995
June 200499.5GoodExcellentExcellentExcellent-2100
September 200270.5PoorFairFairPoorSD2075
March 200070.5PoorFairFairPoorSD2070
April 199870.5PoorFairFairPoorSD2070
April 199668.6PoorFairFairPoorSD1600
March 199468.7PoorFairFairPoorSD1495
March 199284.8FairFairFairFair-1545
February 199084.8FairFairFairFair-1545