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SH 165 ML over SOUTH HARDSCRABBLE CREEK

Map 

Coordinates:
+38.11457, -105.14522
38°06'52" N, 105°08'43" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SH 165 ML over SOUTH HARDSCRABBLE CREEK
Structure number:L-16-R
Location:6 MI S. OF JCT SH 96
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:35.1 ft. [10.7 m]
Total length:39.0 ft. [11.9 m]
Roadway width between curbs:30.8 ft. [9.4 m]
Deck width edge-to-edge:34.1 ft. [10.4 m]
Skew angle:32°
Owner:State Highway Agency [01]
Year built:1959
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Concrete [1]
Main span design:Frame [07]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2014 

Status:Open, no restriction [A]
Average daily traffic:320 [as of 2011]
Truck traffic:8% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Operating rating:75.9 tons [69.0 metric tons]
Inventory rating:45.9 tons [41.7 metric tons]
Sufficiency rating:99.1

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201499.1Not deficientGoodGoodSatisfactory320
May 201299.4Not deficientGoodGoodGood220
May 201099.4Not deficientGoodGoodGood220
June 200899.4Not deficientGoodGoodGood220
June 200699.4Not deficientGoodGoodGood230
May 200499.3Not deficientGoodGoodGood256
May 200296.2Not deficientGoodGoodGood282
April 200096.3Not deficientGoodGoodGood276
April 199896.3Not deficientGoodGoodGood276
April 199696.4Not deficientGoodGoodGood200
May 199496.6Not deficient---150
April 199296.6Not deficient---150
April 199096.4Not deficient---230