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RMP TO FRONTAGE RD over MAMM CREEK R

Map 

Coordinates:
+39.53166, -107.71319
39°31'54" N, 107°42'47" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RMP TO FRONTAGE RD over MAMM CREEK R
Structure number:F-06-AH
Location:3.4 M E OF RIFLE CITY LIM
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Rural) [01]
Length of largest span:108.9 ft. [33.2 m]
Total length:111.6 ft. [34.0 m]
Roadway width between curbs:24.9 ft. [7.6 m]
Deck width edge-to-edge:27.6 ft. [8.4 m]
Skew angle:22°
Owner:State Highway Agency [01]
Year built:1984
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Main span material:Prestressed concrete [5]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2014 

Status:Open, no restriction [A]
Average daily traffic:360 [as of 2005]
Truck traffic:11% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
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: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 foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:58.9 tons [53.5 metric tons]
Inventory rating:35.0 tons [31.8 metric tons]
Sufficiency rating:97.8

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201497.8Not deficientGoodGoodGood360
June 201297.8Not deficientGoodVery GoodGood360
June 201097.8Not deficientGoodVery GoodGood360
June 200897.8Not deficientGoodVery GoodGood360
May 200697.8Not deficientGoodVery GoodGood360
June 200497.8Not deficientGoodVery GoodGood300
June 200297.8Not deficientGoodVery GoodGood300
June 200097.7Not deficientGoodVery GoodGood130
May 199897.7Not deficientGoodVery GoodGood130
March 199697.7Not deficientGoodVery GoodGood350
June 199498.0Not deficientGoodVery GoodGood100
June 1991100.0Not deficientGoodVery GoodGood80