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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 2017 

Good/Fair/Poor Condition:Good
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201779.5GoodGoodGoodGood-8788
January 201579.5GoodGoodGoodGood-8788
January 201379.5GoodGoodGoodGood-8788
January 201179.5GoodGoodGoodGood-8434
October 200879.5GoodGoodGoodGood-8434
November 200679.6GoodGoodGoodGood-7805
October 200479.6GoodGoodGoodGood-7805
November 200279.6GoodGoodGoodGood-7805
September 200079.8GoodGoodGoodGood-7016
December 199981.2GoodVery GoodVery GoodGood-7016
December 199881.2GoodVery GoodVery GoodGood-7016
May 199682.4GoodVery GoodVery GoodVery Good-5064
November 199482.5GoodVery GoodVery GoodVery Good-5064