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LIPAN ST over SANDERSON GULCH

Map 

Coordinates:
+39.69125, -105.00163
39°41'29" N, 105°00'06" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LIPAN ST over SANDERSON GULCH
Structure number:D-12-SG-160
Location:AT ARKANSAS AVENUE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:14.4 ft. [4.4 m]
Total length:29.2 ft. [8.9 m]
Deck width edge-to-edge:209.3 ft. [63.8 m]
Skew angle:12°
Owner:City or Municipal Highway Agency [04]
Year built:1977
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:2,153 [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: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: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 assessed or calculated scour condition. [5]
Operating rating:39.9 tons [36.3 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:99.8

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201599.8Not deficient---2153
January 201399.8Not deficient---2153
January 201199.9Not deficient---1649
September 200899.9Not deficient---1649
January 200799.8Not deficient---1778
September 200499.8Not deficient---1778
October 200299.8Not deficient---1778
July 200099.9Not deficient---1055
December 199999.9Not deficient---1055
December 199899.9Not deficient---1055
May 199696.9Not deficient---1388
November 199496.9Not deficient---1388