Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > Owner 022:
Other
& Culvert 062:
No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift.
Use the filters below to narrow your results.
'B-19 Canal ' (1) ·
'Bessey Creek ' (1) ·
'C-133 Canal ' (1) ·
'C-59 Canal ' (1) ·
'Canal ' (1) ·
'Eau Gallie River ' (1) ·
'EPB - 10 Canal ' (1) ·
'Goat Creek ' (1) ·
'Golf Cart Underpass ' (1) ·
'Horse Creek ' (1) ·
'Lake Osborne ' (1) ·
'Moore's Creek ' (1) ·
'Moores Creek ' (1) ·
'Nova Canal ' (1) ·
'Pluckebaum Canal ' (1) ·
'SWA Retention Canal ' (1)
'8th Street N ' (1) ·
'Big Tree Road ' (1) ·
'Camp Site Road ' (1) ·
'Central Blvd. ' (1) ·
'CR726 (Citrus Blv)' (1) ·
'Croton Road ' (1) ·
'Dundas Court ' (1) ·
'Haverhill Road ' (1) ·
'Jog Road ' (1) ·
'North 14th Street ' (1) ·
'North 9th Street ' (1) ·
'Pace Drive ' (1) ·
'Range Rd ' (1) ·
'S. Burnett Rd ' (1) ·
'SW 48th Avenue ' (1) ·
'Valkaria Road ' (1) ·
'Wickham Road ' (1) ·
'Willow Run Blvd. ' (1)
704095 (1) ·
704102 (1) ·
704193 (1) ·
704194 (1) ·
704197 (1) ·
705925 (1) ·
794154 (1) ·
796401 (1) ·
894058 (1) ·
894061 (1) ·
934158 (1) ·
934171 (1) ·
934175 (1) ·
934373 (1) ·
945013 (1) ·
945014 (1) ·
945015 (1) ·
945016 (1)
'.2mi W of Clyde Morris Bl' (1) ·
'0.1 Miles S. of Ave. D ' (1) ·
'0.26 Miles North of CR-68' (1) ·
'0.3 Mi N of 45th St ' (1) ·
'0.3 Mi N of Orange Ave. ' (1) ·
'0.3 Miles North of CR-68 ' (1) ·
'0.75 Mi. South of SR-520 ' (1) ·
'0.8mi. N of CR-714 ' (1) ·
'0.95 MI N of PGA Blvd. ' (1) ·
'1.7 Miles N of Aurora Rd.' (1) ·
'2 Mi West of Jupiter Blvd' (1) ·
'2.5 Miles West of US-1 ' (1) ·
'2.6 Mi. S of SR-710 ' (1) ·
'4.85 Miles E of SR-710 ' (1) ·
'At Pluckebaum Rd ' (1) ·
'CR-509 .5 Mi N of SR-518 ' (1) ·
'In John Prince Park ' (1) ·
'SR-5A - Big Tree Rd ' (1)
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. (1) ·
Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. (1) ·
N/A (1)
Bridge foundations determined to be stable for the assessed or calculated scour condition. Scour is determined to be above top of footing (Example A) by assessment (i.e., bridge foundations are on rock formations that have been determined to resist scour within the service life of the bridge4), by calculation or by installation of properly designed countermeasures (1) ·
Bridge not over waterway. (1)
Showing below up to 18 results in range #1 to #18.
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