Share:

ZUNI STREET over SANDERSON GULCH

Map 

Coordinates:
+39.68890, -105.01570
39°41'20" N, 105°00'57" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:ZUNI STREET over SANDERSON GULCH
Structure number:D-12-SG-130
Location:JUST S OF FLORIDA AVENUE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:13.1 ft. [4.0 m]
Total length:27.6 ft. [8.4 m]
Deck width edge-to-edge:100.7 ft. [30.7 m]
Skew angle:25°
Owner:City or Municipal Highway Agency [04]
Year built:1979
Historic significance:Bridge is not eligible for the National Register of Historic Places [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 2015 

Status:Open, no restriction [A]
Average daily traffic:4,476 [as of 2013]
Truck traffic:2% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
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:39.9 tons [36.3 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:96.6

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201596.6Not deficient---4476
January 201396.6Not deficient---4476
January 201196.6Not deficient---4506
September 200896.6Not deficient---4506
January 200796.6Not deficient---4359
September 200496.6Not deficient---4359
October 200296.6Not deficient---4359
July 200096.6Not deficient---4023
December 199996.6Not deficient---4023
December 199896.6Not deficient---4023
May 199696.6Not deficient---3800
November 199496.7Not deficient---3800