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616 AVENUE over JOHNSON CREEK

Map

Coordinates:
+40.03166, -96.27478
40°01'54" N, 96°16'29" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:616 AVENUE over JOHNSON CREEK
Structure number:C006702110
Location:SJCT N8/N99 4E .9S
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:39.0 ft. [11.9 m]
Total length:41.0 ft. [12.5 m]
Roadway width between curbs:19.0 ft. [5.8 m]
Deck width edge-to-edge:20.0 ft. [6.1 m]
Skew angle:30°
Owner:County Highway Agency [02]
Year built:1935
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Steel [3]
Main span design:Girder and floorbeam system [03]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Gravel [8]

Latest Available Inspection: August 2015

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:20 [as of 2003]
Deck condition:Fair [5 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Operating rating:14.0 tons [12.7 metric tons]
Inventory rating:8.0 tons [7.3 metric tons]
Sufficiency rating:39.7
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201539.7FairFairSatisfactoryFairSD20
October 201340.7FairSatisfactorySatisfactoryFairSD20
February 201240.8FairSatisfactorySatisfactoryFairSD20
February 201040.8FairGoodSatisfactoryFairSD20
September 200737.0FairGoodSatisfactoryFairSD20
December 200432.0PoorGoodPoorFairSD20
September 200232.0PoorGoodPoorFairSD20
November 200031.9PoorGoodPoorFairSD20
September 199831.9PoorGoodPoorFairSD20
December 199631.9PoorGoodPoorFairSD20
November 199431.9PoorGoodPoorFairSD20
August 199231.9PoorGoodPoorFairSD20
April 199131.9PoorGoodPoorFairSD20