Drilldown: bridge data
From Indian River Lagoon Project
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12115 (1) ·
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15250 (1) ·
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15939 (1) ·
15996 (1)
'Banana River Drive ' (1) ·
'BULLDOG CANAL ' (1) ·
'City St. & Crane Creek ' (1) ·
'Conners Canal ' (1) ·
'CR-515 & Indian River ' (1) ·
'GARDEN CANAL ' (1) ·
'Halifax River ' (1) ·
'I-4 EB Ramp B ' (1) ·
'Indian River ' (1) ·
'Indian River Relief ' (1) ·
'Intracoastal Waterway ' (1) ·
'IRRIGATION DITCH #4 ' (1) ·
'LATERAL C CANAL ' (1) ·
'LATERAL CANAL C ' (1) ·
'LATERAL CANAL D ' (1) ·
'LATERAL CANAL D ' (1) ·
'Middle Haw Creek ' (1) ·
'RELIEF CANAL ' (1) ·
'S Fork St. Lucie River ' (1) ·
'Sawgrass Creek ' (1) ·
'St. Lucie Canal ' (1) ·
'Turkey Creek ' (1) ·
'US-17/92 ' (1)
'4TH STREET ' (1) ·
'74TH AVE. ' (1) ·
'8TH ST. CR-612 ' (1) ·
'90TH AVE ' (1) ·
'CAMINO GARDENS BL ' (1) ·
'CARTER RD. ' (1) ·
'CR-619 82ND AVE. ' (1) ·
'EB Martin Downs Bd' (1) ·
'I-4 WB ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'NORTH SHORE DRIVE ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SR-40 ' (1) ·
'SR-44 ' (1) ·
'SR-472 ' (1) ·
'SR-510 Wabasso Rd ' (1) ·
'SR-518 ' (1) ·
'SR-520 EB ' (1) ·
'SR-528 ' (1) ·
'SR-528 WB ' (1) ·
'SR-656 (17th St.) ' (1) ·
'SR-A1A ' (1) ·
'US-1 ' (1) ·
'US-192 EB ' (1)
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937702 (1)
'0.1MI E of SW 9TH AVE ' (1) ·
'0.2Mi S of 45TH ST(CR702)' (1) ·
'0.4 Mi. W of SR-A1A ' (1) ·
'0.7Mi East of US-1 ' (1) ·
'1.1MI N OF SR-60 ' (1) ·
'1mi N of SR-76(Kanner Hw)' (1) ·
'2.4MI S OF SR-60@90TH AVE' (1) ·
'2.55 Miles East of SR-3 ' (1) ·
'2.6MI N OF SR-60 ' (1) ·
'A1A-Port Orange Relief ' (1) ·
'AT 4TH STREET ' (1) ·
'AT 74TH AVE. ' (1) ·
'I-4 WB over I-4 EB Ramp B' (1) ·
'SR 520 EB - Indian River ' (1) ·
'SR-40 over Middle Haw Cr.' (1) ·
'SR-44 - Conners Canal ' (1) ·
'SR-472 over US-17/92 ' (1) ·
'SR-518 - Indian River Rel' (1) ·
'SR-528 WB - CR-515 ' (1) ·
'SR-714 East of Fla. Tpke.' (1) ·
'US-1 - Crane Cr & City St' (1) ·
'US-1 over Turkey Creek ' (1) ·
'US-192EB - Sawgrass Creek' (1)
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81175636 (1)
Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. (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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (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) ·
Bridge is scour critical; bridge foundations determined to be unstable for assessed or calculated scour conditions: Scour within limits of footing or piles. Scour below spread-footing base or pile tips. (1) ·
Bridge not over waterway. (1)
Showing below up to 26 results in range #1 to #26.