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NB PENA BLVD over FIRST CREEK

Map 

Coordinates:
+39.80382, -104.78631
39°48'14" N, 104°47'11" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:NB PENA BLVD over FIRST CREEK
Structure number:D-31-PB-230
Location:2.75 MI NORTH OF I-70
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:136.2 ft. [41.5 m]
Total length:144.4 ft. [44.0 m]
Roadway width between curbs:40.4 ft. [12.3 m]
Deck width edge-to-edge:42.7 ft. [13.0 m]
Skew angle:13°
Owner:City or Municipal Highway Agency [04]
Year built:1993
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: December 2014 

Status:Open, no restriction [A]
Average daily traffic:29,257 [as of 2013]
Truck traffic:6% of total traffic
Deck condition:Satisfactory [6 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:Better than present minimum criteria [7]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:71.9 tons [65.4 metric tons]
Inventory rating:43.2 tons [39.3 metric tons]
Sufficiency rating:97.3

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201497.3Not deficientSatisfactoryGoodGood29257
December 201297.3Not deficientSatisfactoryGoodGood29257
December 201097.4Not deficientSatisfactoryGoodGood27260
December 200897.4Not deficientSatisfactoryGoodGood27260
November 200697.7Not deficientSatisfactoryGoodGood24279
October 200497.7Not deficientSatisfactoryGoodGood24279
September 200296.7Not deficientSatisfactoryVery GoodGood24279
August 200096.8Not deficientSatisfactoryVery GoodVery Good23195
November 199996.8Not deficientGoodVery GoodVery Good23195
November 199896.8Not deficientGoodVery GoodVery Good23195
June 199696.8Not deficientGoodVery GoodVery Good23626
November 199498.8Not deficientVery GoodVery GoodVery Good3000
August 199399.8Not deficientExcellentExcellentExcellent3000