CR 76 Newton over CREEK BRANCH


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CR 76 Newton over CREEK BRANCH
Structure number:000000000015605
Location:1.02 MI N US 65B
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:15.1 ft. [4.6 m]
Total length:32.2 ft. [9.8 m]
Roadway width between curbs:16.1 ft. [4.9 m]
Deck width edge-to-edge:17.4 ft. [5.3 m]
Owner:County Highway Agency [02]
Year built:1940
Year reconstructed:1956
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 9 / H 10 [1]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Channel beam [22]
Deck type:Concrete Precast Panels [2]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: July 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:35 [as of 1987]
Truck traffic:1% 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 minimum criteria [6]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:85.5
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$217,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2017FairSatisfactorySatisfactorySatisfactory3585.5
July 2015FairSatisfactoryFairSatisfactory3574.5
July 2013FairGoodFairSatisfactory3574.5
July 2011FairGoodFairSatisfactory3574.5
July 2009FairGoodFairSatisfactory3555.2
August 2007FairGoodFairSatisfactory3555.2
August 2005FairGoodFairSatisfactory3555.2
August 2003FairGoodFairSatisfactory3555.0
August 2001FairGoodFairSatisfactory3555.0
July 1999FairGoodSatisfactorySatisfactory3565.0
July 1997FairGoodSatisfactorySatisfactory3565.0
June 1995FairGoodSatisfactorySatisfactory3565.0
June 1993FairGoodSatisfactorySatisfactory3565.0
June 1991FairGoodSatisfactorySatisfactory3565.0