Share:

CR 800N over BIG WALNUT CREEK

Map

Coordinates:
+39.77444, -86.78417
39°46'28" N, 86°47'03" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CR 800N over BIG WALNUT CREEK
Structure number:6700204
Location:01.40 W CR 500E
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:99.1 ft. [30.2 m]
Total length:103.4 ft. [31.5 m]
Roadway width between curbs:14.8 ft. [4.5 m]
Deck width edge-to-edge:15.7 ft. [4.8 m]
Vertical clearance above deck:12.8 ft. [3.9 m]
Owner:County Highway Agency [02]
Year built:1915
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Main span material:Wood or timber [7]
Main span design:Truss - Thru [10]
Deck type:Wood or Timber [8]
Wearing surface:Wood or Timber [7]

Latest Available Inspection: March 2015

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:121 [as of 2015]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Basically intolerable requiring high priority of replacement [2]
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 assessed or calculated scour condition. [5]
Operating rating:13.0 tons [11.8 metric tons]
Inventory rating:9.0 tons [8.2 metric tons]
Sufficiency rating:24.5
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$822,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201524.5FairSatisfactoryFairSatisfactoryFO121
April 201317.9PoorSatisfactoryPoorSatisfactorySD114
March 201117.9PoorSatisfactoryPoorSatisfactorySD114
February 200921.0FairFairFairSatisfactoryFO110
March 200719.7FairFairFairSatisfactoryFO110
March 200521.7FairSatisfactorySatisfactoryFairFO103
March 200321.8FairSatisfactorySatisfactoryFairFO99
June 200023.1FairSatisfactorySatisfactoryFairSD91
December 199818.9PoorSatisfactorySatisfactoryPoorSD91
June 199625.2FairSatisfactorySatisfactorySatisfactorySD88
May 199426.0FairSatisfactorySatisfactorySatisfactorySD100
November 199126.0FairSatisfactorySatisfactorySatisfactorySD100
March 199126.0FairSatisfactorySatisfactorySatisfactorySD100