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CHESTNUT STREET over NORTH DOUGLAS CREEK

Map

Coordinates:
+38.89577, -104.83578
38°53'45" N, 104°50'09" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CHESTNUT STREET over NORTH DOUGLAS CREEK
Structure number:CSG-F.73-12.84
Location:0.1 MI S-GARDEN GODS RD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:7.9 ft. [2.4 m]
Total length:42.7 ft. [13.0 m]
Roadway width between curbs:60.0 ft. [18.3 m]
Deck width edge-to-edge:68.9 ft. [21.0 m]
Owner:City or Municipal Highway Agency [04]
Year built:1973
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:5
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: February 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:8,145 [as of 2013]
Truck traffic:6% of total traffic
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting. [5]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:62.7

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
February 2016Fair5 out of 10814562.7
March 2014Fair6 out of 10814572.9
March 2012Fair6 out of 10859072.9
March 2010Fair6 out of 10859072.9
March 2008Fair6 out of 10859072.9
April 2006Fair6 out of 10865272.9
May 2004Fair6 out of 10865272.9
April 2002Good7 out of 10839173.4
May 2000Good7 out of 10839172.7
October 1999Good7 out of 10839172.7
October 1998Good7 out of 10839172.7
October 1996Good7 out of 10331473.4
June 1994Good7 out of 10331473.4
September 1992Good7 out of 10331473.4
June 1990Good7 out of 10444273.3

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Culvert
Reinforced Concrete Culvertlinear ft.34528315470
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.8585000
Steel Protective Coatingsq. ft.8585000