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JEDEDIAH SMITH RD over LOCAL DRAINAGE

Map 

Coordinates:
+38.90458, -104.69659
38°54'16" N, 104°41'48" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:JEDEDIAH SMITH RD over LOCAL DRAINAGE
Structure number:CSG-N.10-13.58
Location:0.3 MI W OF PETERSON ROAD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:12.1 ft. [3.7 m]
Total length:25.3 ft. [7.7 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:160.1 ft. [48.8 m]
Owner:City or Municipal Highway Agency [04]
Year built:1988
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: April 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:2,270 [as of 2013]
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 minimum criteria [6]
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]
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:73.7 tons [67.0 metric tons]
Inventory rating:44.1 tons [40.1 metric tons]
Sufficiency rating:99.8

Previous Inspections 

DateSuff. RatingConditionCulvert ConditionSD/FOADT
April 201699.8Good7 out of 10-2270
April 201499.8Good7 out of 10-2270
April 201299.8Good7 out of 10-1904
April 201099.8Good7 out of 10-1904
March 200899.8Good7 out of 10-1970
April 200699.8Good7 out of 10-1970
May 200499.8Good7 out of 10-1970
April 200295.9Good8 out of 10-74
May 200094.3Good7 out of 10-74
October 1999100.0Good7 out of 10-74
October 1998100.0Good7 out of 10-74
November 199686.8Good8 out of 10-559
July 199487.8Good8 out of 10-559