Share:

FRANKLIN DR over DRY AUGLAIZE CR

Map

Coordinates:
+38.03611, -92.62861
38°02'10" N, 92°37'43" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FRANKLIN DR over DRY AUGLAIZE CR
Structure number:33602
Location:S 13 T 38 N R 16 W
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:3.9 ft. [1.2 m]
Total length:22.0 ft. [6.7 m]
Roadway width between curbs:22.0 ft. [6.7 m]
Deck width edge-to-edge:22.0 ft. [6.7 m]
Skew angle:
Owner:County Highway Agency [02]
Year built:1996
Historic significance:Historical significance is not determinable at this time [4]
Number of main spans:4
Main spans material:Steel [3]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: March 2017

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:20 [as of 2017]
Truck traffic:10% of total traffic
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Basically intolerable requiring high priority of corrrective action [3]
Channel protection:Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Culvert condition:Any condition described in Code 4 but which is excessive in scope. Severe movement or differential setlement of the segments or loss of fill. Holes may exist in walls or slabs. Integral wingwalls nearly severed from culvert. Severe scour or erosion at curtain walls, wingwalls or pipes. Metal culverts have extreme distortion and delection in one section, extensive corrosion, or deep pitting with scattered perforations. [3]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:49.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$187,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
March 2017Poor3 out of 102049.0
June 2015Fair6 out of 102095.0
May 2013Fair6 out of 102095.0