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TEJON STREET over FOUNTAIN CREEK

Map 

Coordinates:
+38.81614, -104.82444
38°48'58" N, 104°49'28" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:TEJON STREET over FOUNTAIN CREEK
Structure number:CSG-G.38-07.42A
Location:JUST N OF I25
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:106.0 ft. [32.3 m]
Total length:322.5 ft. [98.3 m]
Roadway width between curbs:67.9 ft. [20.7 m]
Deck width edge-to-edge:82.0 ft. [25.0 m]
Owner:City or Municipal Highway Agency [04]
Year built:1989
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:3
Main spans material:Prestressed concrete continuous [6]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2014 

Status:Open, no restriction [A]
Average daily traffic:3,313 [as of 2013]
Truck traffic:6% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:75.5 tons [68.6 metric tons]
Inventory rating:45.2 tons [41.1 metric tons]
Sufficiency rating:97.7

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201497.7Not deficientGoodGoodGood3313
April 201297.3Not deficientGoodGoodGood7153
April 201097.3Not deficientGoodVery GoodGood7153
February 200897.1Not deficientGoodVery GoodGood9751
May 200697.1Not deficientGoodVery GoodGood9751
May 200497.1Not deficientGoodVery GoodGood9751
April 200299.6Not deficientVery GoodVery GoodVery Good8502
June 200099.2Not deficientGoodVery GoodVery Good8502
200099.2Not deficientVery GoodVery GoodVery Good8502
September 199899.2Not deficientVery GoodVery GoodVery Good8502
November 199699.1Not deficientVery GoodVery GoodVery Good9741
July 199499.3Not deficientVery GoodVery GoodVery Good9741
October 199299.3Not deficientVery GoodVery GoodVery Good9741
August 199099.1Not deficientVery GoodVery GoodVery Good11800