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1ST AVENUE over WEIR GULCH

Map

Coordinates:
+39.71816, -105.04172
39°43'05" N, 105°02'30" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:1ST AVENUE over WEIR GULCH
Structure number:D-17-WG-080
Location:BTWN RALEIGH & QUITMA
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:12.1 ft. [3.7 m]
Total length:25.3 ft. [7.7 m]
Roadway width between curbs:77.1 ft. [23.5 m]
Deck width edge-to-edge:79.4 ft. [24.2 m]
Skew angle:10°
Owner:City or Municipal Highway Agency [04]
Year built:1977
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: January 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:8,400 [as of 2013]
Truck traffic:4% 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: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]
Sufficiency rating:88.6

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
January 2017Good7 out of 10840088.6
January 2015Good7 out of 10840088.6
January 2013Good7 out of 10840088.6
January 2011Good7 out of 10760488.7
September 2008Good7 out of 10760488.7
November 2006Good7 out of 10855288.6
October 2004Good7 out of 10855288.6
September 2002Good7 out of 10855286.6
July 2000Good7 out of 10899786.3
December 1999Good7 out of 10899786.3
December 1998Good7 out of 10899786.3
May 1996Good7 out of 10747086.4
November 1994Good7 out of 10747078.1

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Culvert
Reinforced Concrete Culvertlinear ft.161157130
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.5050000
Steel Protective Coatingsq. ft.5050000