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US20 over JORDAN CREEK

Map 

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

Facts 

Name:US20 over JORDAN CREEK
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 2014 

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. ratingEvaluationDeckSuper.Sub.ADT
September 201494.3Not deficientVery GoodExcellentVery Good2505
September 201299.5Not deficientVery GoodExcellentVery Good2090
September 201099.5Not deficientExcellentExcellentExcellent2320
September 200899.5Not deficientExcellentExcellentExcellent2320
August 200699.5Not deficientExcellentExcellentExcellent1995
June 200499.5Not deficientExcellentExcellentExcellent2100
September 200270.5Structurally deficientFairFairPoor2075
March 200070.5Structurally deficientFairFairPoor2070
April 199870.5Structurally deficientFairFairPoor2070
April 199668.6Structurally deficientFairFairPoor1600
March 199468.7Structurally deficientFairFairPoor1495
March 199284.8Not deficientFairFairFair1545
February 199084.8Not deficientFairFairFair1545