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HANCOCK EXPWY WB over SPRING CREEK

Map

Coordinates:
+38.80954, -104.79520
38°48'34" N, 104°47'43" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:HANCOCK EXPWY WB over SPRING CREEK
Structure number:CSG-H.96-06.92W
Location:UNDER HIGHWAY 24
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:27.9 ft. [8.5 m]
Total length:81.0 ft. [24.7 m]
Roadway width between curbs:28.5 ft. [8.7 m]
Deck width edge-to-edge:30.5 ft. [9.3 m]
Vertical clearance above deck:17.1 ft. [5.2 m]
Owner:City or Municipal Highway Agency [04]
Year built:1967
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:3
Main spans material:Prestressed concrete [5]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,673 [as of 2013]
Truck traffic:6% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:39.9 tons [36.3 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:89.6

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201689.6FairSatisfactorySatisfactorySatisfactoryFO1673
May 201489.6FairSatisfactoryGoodSatisfactoryFO1673
May 201289.5FairSatisfactoryGoodSatisfactoryFO2290
May 201089.5FairGoodGoodSatisfactoryFO2290
March 200889.5FairGoodGoodSatisfactoryFO2290
May 200689.5FairGoodGoodSatisfactoryFO2406
May 200489.5FairGoodGoodSatisfactoryFO2406
April 200289.7GoodGoodGoodGoodFO1737
June 200089.6GoodGoodGoodGoodFO1737
October 199989.8GoodGoodGoodGoodFO1737
October 199889.8GoodGoodGoodGoodFO1737
October 199681.0GoodGoodGoodGoodFO3441
July 199481.0GoodGoodGoodGoodFO3441
October 199281.0GoodGoodGoodGoodFO3441
July 199081.0GoodGoodGoodGoodFO8584