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SPEER BLVD NBND over I 25 ML

Map 

Coordinates:
+39.75521, -105.01287
39°45'19" N, 105°00'46" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SPEER BLVD NBND over I 25 ML
Structure number:E-16-EW
Location:IN DENVER
Purpose:Carries highway overpass over highway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:86.0 ft. [26.2 m]
Total length:258.9 ft. [78.9 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:46.3 ft. [14.1 m]
Vertical clearance below bridge:13.5 ft. [4.1 m]
Skew angle:21°
Owner:State Highway Agency [01]
Year built:1952
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Design load:M 18 / H 20 [4]
Number of main spans:2
Main spans material:Concrete continuous [2]
Main spans design:Frame [07]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2014 

Status:Open, no restriction [A]
Average daily traffic:18,588 [as of 2013]
Truck traffic:9% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Basically intolerable requiring high priority of replacement [2]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge not over waterway. [N]
Operating rating:61.9 tons [56.3 metric tons]
Inventory rating:37.0 tons [33.6 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:58.6
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$2,849,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201458.6Functionally obsoleteFairFairFair18588
July 201260.5Functionally obsoleteFairFairFair10300
July 201061.6Functionally obsoleteSatisfactoryFairFair10300
May 200861.6Functionally obsoleteSatisfactoryFairSatisfactory10300
June 200657.9Functionally obsoleteSatisfactoryFairSatisfactory26145
June 200456.9Functionally obsoleteSatisfactoryFairSatisfactory26145
July 200256.9Functionally obsoleteSatisfactoryFairSatisfactory26145
July 200057.2Functionally obsoleteSatisfactoryFairSatisfactory24900
May 199857.2Functionally obsoleteSatisfactoryFairSatisfactory24900
May 199650.5Functionally obsoleteSatisfactoryFairSatisfactory45000
July 199449.8Functionally obsoleteSatisfactoryFairSatisfactory45000
June 199249.8Functionally obsoleteSatisfactoryFairSatisfactory45000
May 199062.7Functionally obsoleteSatisfactorySatisfactorySatisfactory45000