Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
'C-37 Canal ' (1) ·
'C-51 Canal ' (1) ·
'Canoe Creek ' (1) ·
'Eau Gallie River ' (1) ·
'El Rio Canal ' (1) ·
'Indian River EastRelief ' (1) ·
'Lateral A Canal ' (1) ·
'Lateral C Canal ' (1) ·
'LATERAL CANAL L-5 ' (1) ·
'Lateral H Canal ' (1) ·
'LWDD E-2E Canal ' (1) ·
'Moore's Creek ' (1) ·
'Spruce Creek ' (1) ·
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'16th St/College Ln' (1) ·
'53rd Street ' (1) ·
'Apollo Boulevard ' (1) ·
'Benoist Farms Rd ' (1) ·
'CR-4009 ' (1) ·
'Hanley Rd. S 25th ' (1) ·
'Jupiter Boulevard ' (1) ·
'Lantana Road ' (1) ·
'Oslo Rd (CR-606) ' (1) ·
'Spanish River Blvd' (1) ·
'SR91 N/S TPK 96.55' (1) ·
'US-1 (SR-5) ' (1) ·
'US-192 ' (1)
700235 (1) ·
705604 (1) ·
705923 (1) ·
794193 (1) ·
884076 (1) ·
884083 (1) ·
884084 (1) ·
930447 (1) ·
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935222 (1) ·
935223 (1) ·
940151 (1) ·
944016 (1)
'0.3Mi E of Military Trail' (1) ·
'0.76 MI SOUTH OF SR 80 ' (1) ·
'1 Mi So. of SR-421 ' (1) ·
'1 mile North of SR-70 ' (1) ·
'1.1 Mile S of CR-611B ' (1) ·
'1.5Mi E of Military Trail' (1) ·
'1.6 Miles East of 58th Av' (1) ·
'100ft E of Fla Turnpike ' (1) ·
'Apollo Blvd - Eau Gallie ' (1) ·
'At CR-611 - 43rd Ave ' (1) ·
'At Minton Rd. Intersectn ' (1) ·
'Benoist Farms Rd at SR-80' (1) ·
'Inter 66th Ave/College Ln' (1) ·
'US-192 - Indian River Rel' (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)
Bridge foundations determined to be stable for assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles (Example B) by assessment (i.e.,bridge foundations are on rock formations that have been determined to resist scour within the service life of the bridge), by calculations or by installation of properly designed countermeasures (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)
Showing below up to 14 results in range #1 to #14.
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