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FONTAINE BLVD over W. TRIB JIMMY CAMP CREEK

Map 

Coordinates:
+38.73736, -104.66650
38°44'14" N, 104°39'59" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FONTAINE BLVD over W. TRIB JIMMY CAMP CREEK
Structure number:CSG-P.91-02.00A
Location:0.8 MI W OF MARKSHEFFEL R
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:27.9 ft. [8.5 m]
Total length:27.9 ft. [8.5 m]
Roadway width between curbs:80.1 ft. [24.4 m]
Deck width edge-to-edge:82.7 ft. [25.2 m]
Owner:City or Municipal Highway Agency [04]
Year built:1992
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:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: May 2014 

Status:Open, no restriction [A]
Average daily traffic:4,586 [as of 2013]
Truck traffic:6% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
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:89.8 tons [81.6 metric tons]
Inventory rating:83.2 tons [75.6 metric tons]
Sufficiency rating:98.7

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201498.7Not deficient---4586
June 201099.2Not deficient---2692
April 200699.4Not deficient---2169
April 200299.5Not deficient---1622
June 200099.4Not deficient---1622
200099.4Not deficient---1622
September 199899.4Not deficient---1622
October 199699.7Not deficient---695
May 199499.7Not deficient---695
August 199299.7Not deficient---695