Share:

US 285 ML over KERBER CREEK

Map 

Coordinates:
+38.25030, -105.94999
38°15'01" N, 105°56'60" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:US 285 ML over KERBER CREEK
Structure number:L-13-A
Location:0.1 MI N OF VILLA GROVE
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:9.5 ft. [2.9 m]
Total length:21.0 ft. [6.4 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:44.0 ft. [13.4 m]
Owner:State Highway Agency [01]
Year built:1970
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:2
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: July 2013 

Status:Open, no restriction [A]
Average daily traffic:2,500 [as of 2011]
Truck traffic:14% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Better than present minimum criteria [7]
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]
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:39.9 tons [36.3 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:87.5

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201387.5Not deficient---2500
September 200987.5Not deficient---2500
July 200588.4Not deficient---2313
August 200185.3Not deficient---2069
August 199785.7Not deficient---2004
August 199587.0Not deficient---1650
July 199385.2Not deficient---1950
September 199284.2Not deficient---1950
August 199086.9Not deficient---1500