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SPEER BLVD SBND over I 25 ML

Map 

Coordinates:
+39.75514, -105.01268
39°45'18" N, 105°00'46" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SPEER BLVD SBND over I 25 ML
Structure number:E-16-EO
Location:IN DENVER
Purpose:Carries highway overpass over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:83.3 ft. [25.4 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:13.1 ft. [4.0 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:23,795 [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:59.3
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$2,852,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201459.3Functionally obsoleteFairFairFair23795
July 201263.6Functionally obsoleteSatisfactoryFairFair10300
July 201063.6Functionally obsoleteSatisfactoryFairFair10300
May 200863.6Functionally obsoleteSatisfactoryFairGood10300
June 200657.9Functionally obsoleteGoodFairGood26145
June 200456.9Functionally obsoleteGoodFairGood26145
July 200258.9Functionally obsoleteSatisfactoryFairSatisfactory26145
July 200059.2Functionally obsoleteSatisfactoryFairSatisfactory24900
May 199859.2Functionally obsoleteSatisfactoryFairSatisfactory24900
May 199650.5Functionally obsoleteSatisfactoryFairSatisfactory45000
July 199449.8Functionally obsoleteSatisfactoryFairSatisfactory45000
June 199262.7Functionally obsoleteSatisfactorySatisfactorySatisfactory45000
May 199049.8Functionally obsoleteSatisfactoryFairFair45000