Share:

GARDEN OF GODS RD over N BRANCH DOUGLAS CREEK

Map 

Coordinates:
+38.89669, -104.84498
38°53'48" N, 104°50'42" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:GARDEN OF GODS RD over N BRANCH DOUGLAS CREEK
Structure number:CSG-F.29-13.00
Location:INTERSECTION WITH ELKTON
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:42.7 ft. [13.0 m]
Total length:42.7 ft. [13.0 m]
Roadway width between curbs:110.6 ft. [33.7 m]
Deck width edge-to-edge:138.5 ft. [42.2 m]
Skew angle:54°
Owner:City or Municipal Highway Agency [04]
Year built:1986
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Concrete [1]
Main span design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: March 2014 

Status:Open, no restriction [A]
Average daily traffic:21,836 [as of 2013]
Truck traffic:5% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
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: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:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
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:69.7 tons [63.4 metric tons]
Sufficiency rating:98.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201498.0Not deficient---21836
March 201296.7Not deficient---34840
March 201096.7Not deficient---34840
March 200896.7Not deficient---34840
April 200696.2Not deficient---40588
May 200494.2Not deficient---40588
April 200298.6Not deficient---30281
May 200095.2Not deficient---30281
October 199997.2Not deficient---30281
October 199897.2Not deficient---30281
October 199682.9Not deficient---18848
June 199467.1Not deficientSatisfactorySatisfactoryGood18848
September 199267.1Not deficientSatisfactorySatisfactoryGood18848
June 199067.3Not deficientSatisfactorySatisfactoryGood17158