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FM over MCCANDLESS-CLEGHORN

Map 

Coordinates:
+42.03333, -96.19722
42°01'60" N, 96°11'50" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FM over MCCANDLESS-CLEGHORN
Structure number:000000000363115
Location:083450803
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:12.1 ft. [3.7 m]
Total length:30.8 ft. [9.4 m]
Skew angle:30°
Owner:County Highway Agency [02]
Year built:1977
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:2
Main spans material:Steel [3]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: May 2015 

Status:Open, no restriction [A]
Average daily traffic:140 [as of 2012]
Truck traffic:18% of total traffic
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Culvert condition:Large spalls, heavy scaling, wide cracks, considerable efflorescence or opened construction joint permitting loss of backfill. Considerable settlement or misalignment. Considerable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection throughout, extensive corrosion or deep pitting. [4]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:36.0 tons [32.7 metric tons]
Inventory rating:27.0 tons [24.5 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:65.7
Recommended work:Other structural work, including hydraulic replacements. [38]

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201565.7Structurally deficient---140
May 201392.8Not deficient---140
September 201192.8Not deficient---130
May 200989.5Not deficient---130
May 200789.8Not deficient---400
May 200589.8Not deficient---400
June 200389.8Not deficient---100
May 200189.8Not deficient---100
May 199989.8Not deficient---100
January 199789.8Not deficient---100
March 199589.9Not deficient---100
May 199389.9Not deficient---100
December 199089.9Not deficient---190