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HAVANA ST over SAND CREEK

Map 

Coordinates:
+39.76358, -104.86583
39°45'49" N, 104°51'57" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:HAVANA ST over SAND CREEK
Structure number:D-19-SC-050A
Location:0.3 MI S OF SMITH ROAD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:83.7 ft. [25.5 m]
Total length:300.5 ft. [91.6 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:39.0 ft. [11.9 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:4
Main spans material:Prestressed concrete continuous [6]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: January 2015 

Status:Open, no restriction [A]
Average daily traffic:8,788 [as of 2013]
Truck traffic:4% 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:Meets minimum tolerable limits to be left in place as is [4]
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:89.8 tons [81.6 metric tons]
Inventory rating:81.8 tons [74.4 metric tons]
Sufficiency rating:79.5

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201579.5Not deficientGoodGoodGood8788
January 201379.5Not deficientGoodGoodGood8788
January 201179.5Not deficientGoodGoodGood8434
October 200879.5Not deficientGoodGoodGood8434
November 200679.6Not deficientGoodGoodGood7805
October 200479.6Not deficientGoodGoodGood7805
November 200279.6Not deficientGoodGoodGood7805
September 200079.8Not deficientGoodGoodGood7016
December 199981.2Not deficientVery GoodVery GoodGood7016
December 199881.2Not deficientVery GoodVery GoodGood7016
May 199682.4Not deficientVery GoodVery GoodVery Good5064
November 199482.5Not deficientVery GoodVery GoodVery Good5064