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COUNTY ROAD 97 over INDIAN CREEK

Map 

Coordinates:
+31.23750, -86.32583
31°14'15" N, 86°19'33" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:COUNTY ROAD 97 over INDIAN CREEK
Structure number:018489
Location:1 MILE S OF HORN HILL
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:34.1 ft. [10.4 m]
Total length:102.0 ft. [31.1 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:27.9 ft. [8.5 m]
Owner:County Highway Agency [02]
Year built:2002
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Channel beam [22]
Deck type:Concrete Precast Panels [2]

Latest Available Inspection: August 2015 

Status:Open, no restriction [A]
Average daily traffic:450 [as of 2002]
Truck traffic:7% of total traffic
Deck condition:Excellent [9 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Excellent [9 out of 9]
Structural appraisal:Superior to present desirable criteria [9]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Better than present minimum criteria [7]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:60.7 tons [55.2 metric tons]
Inventory rating:36.3 tons [33.0 metric tons]
Sufficiency rating:98.8
Estimated cost of work:$836,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201598.8Not deficientExcellentExcellentExcellent450
August 201398.8Not deficientExcellentExcellentExcellent450
August 201198.8Not deficientExcellentExcellentExcellent450
August 200998.8Not deficientExcellentExcellentExcellent450
July 200798.8Not deficientExcellentExcellentExcellent450
July 200598.8Not deficientExcellentExcellentExcellent450
July 200398.8Not deficientExcellentExcellentExcellent450