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CR-78 over ELEPHANT EAR CANAL

Map

Coordinates:
+26.74700, -81.49517
26°44'49" N, 81°29'43" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CR-78 over ELEPHANT EAR CANAL
Structure number:074004
Location:0.8 MILE EAST OF CR-78A
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:11.8 ft. [3.6 m]
Total length:23.6 ft. [7.2 m]
Skew angle:45°
Owner:County Highway Agency [02]
Year built:1970
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: June 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,020 [as of 2017]
Truck traffic:2% of total traffic
Structural 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:Equal to present desirable criteria [8]
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:Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting. [5]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:74.9

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
June 2017Fair5 out of 10102074.9
June 2015Fair5 out of 10102074.9
June 2013Good7 out of 10102085.0
June 2011Good7 out of 10102099.8
June 2009Good7 out of 10102099.8
June 2007Good7 out of 10102099.8
June 2005Good7 out of 10102098.8
June 2003Good7 out of 10102098.8
June 2001Good7 out of 10102098.8
June 1999Good7 out of 10102097.8
June 1997Fair5 out of 10102087.6
June 1995Fair5 out of 10100087.5
June 1993Poor4 out of 10100071.8
April 1991Fair5 out of 10100085.8