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CR 323 JOHNSON LA over TEN MILE CREEK TRIB

Map 

Coordinates:
+31.49788, -82.36925
31°29'52" N, 82°22'09" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CR 323 JOHNSON LA over TEN MILE CREEK TRIB
Structure number:000000000550120
Location:6 MI SE OF ALMA
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:9.8 ft. [3.0 m]
Total length:32.2 ft. [9.8 m]
Owner:County Highway Agency [02]
Year built:1935
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: June 2014 

Status:Open, no restriction [A]
Average daily traffic:140 [as of 2011]
Truck traffic:1% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
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]
Culvert condition:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:45.5 tons [41.4 metric tons]
Inventory rating:26.7 tons [24.3 metric tons]
Sufficiency rating:92.4
Estimated cost of work:$188,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201492.4Not deficient---140
June 201292.4Not deficient---140
June 201092.4Not deficient---120
June 200892.4Not deficient---120
May 200691.6Not deficient---1070
May 200492.4Not deficient---120
May 200292.4Not deficient---100
May 200092.4Not deficient---160
October 199892.4Not deficient---160
March 199692.4Not deficient---160
March 199492.4Not deficient---160
April 199292.4Not deficient---160
July 199092.4Not deficient---160