Share:

SH 94 ML over DRAW

Map 

Coordinates:
+38.83829, -104.63252
38°50'18" N, 104°37'57" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SH 94 ML over DRAW
Structure number:I-18-AX
Location:4.0 MI E OF JCT US 24
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:14.1 ft. [4.3 m]
Total length:37.4 ft. [11.4 m]
Deck width edge-to-edge:56.1 ft. [17.1 m]
Owner:State Highway Agency [01]
Year built:1980
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: January 2014 

Status:Open, no restriction [A]
Average daily traffic:11,000 [as of 2011]
Truck traffic:4% of total traffic
Structural 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 being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Pier/abutment protection:Navigation protection not required [1]
Culvert condition:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:56.5 tons [51.4 metric tons]
Inventory rating:33.9 tons [30.8 metric tons]
Sufficiency rating:84.3

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201484.3Not deficient---11000
March 201085.2Not deficient---10900
January 200685.0Not deficient---11693
March 200288.8Not deficient---6028
January 199882.2Not deficient---9445
January 199686.3Not deficient---7950
February 199488.3Not deficient---7200
March 199290.7Not deficient---6900