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NB PENA BLVD over LOCAL DRAINAGE

Map 

Coordinates:
+39.78416, -104.79039
39°47'03" N, 104°47'25" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:NB PENA BLVD over LOCAL DRAINAGE
Structure number:D-31-PB-110
Location:0.75 MI NORTH OF I-70
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:8.2 ft. [2.5 m]
Total length:26.2 ft. [8.0 m]
Deck width edge-to-edge:104.7 ft. [31.9 m]
Skew angle:15°
Owner:City or Municipal Highway Agency [04]
Year built:1992
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:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: December 2014 

Status:Open, no restriction [A]
Average daily traffic:37,159 [as of 2013]
Truck traffic:6% of total traffic
Structural 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: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: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]
Operating rating:89.8 tons [81.6 metric tons]
Inventory rating:89.8 tons [81.6 metric tons]
Sufficiency rating:80.8

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201480.8Not deficient---37159
December 201280.8Not deficient---37159
December 201081.6Not deficient---30046
December 200881.6Not deficient---30046
November 200659.2Not deficient---29204
October 200459.2Not deficient---29204
September 200281.7Not deficient---29204
August 200081.9Not deficient---27571
November 199981.9Not deficient---27571
November 199881.9Not deficient---27571
June 199697.9Not deficient---22015
November 199499.8Not deficient---3000
August 199399.8Not deficient---3000