Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
- News Link (111)
- Organization (18)
- Waterbody (27)
- bridge (13)
- bridge data (1468)
- definition (254)
- fips (487)
- repository (98)
- timeline (19)
- weblink (123)
Use the filters below to narrow your results.
'C-18 CANAL ' (1) ·
'FEC Railroad ' (1) ·
'FL. TPK. SR-91 ' (1) ·
'I-95 (SR-9) ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'Kings Road ' (1) ·
'Loxahatchee Slough ' (1) ·
'MOORES CREEK ' (1) ·
'SR 811 & FEC RR ' (1) ·
'SR-528 ' (1) ·
'SR786 I95 I95 Ramps ' (1) ·
'St. Lucie River ' (1) ·
'WARNER CREEK ' (1) ·
'Young Canal ' (1)
'CR-707 (BEACH RD) ' (1) ·
'CR-707(Citrus Ave)' (1) ·
'DIXIE HIGHWAY ' (1) ·
'EB PGA Blvd. ' (1) ·
'EB SR 786 ' (1) ·
'INDIAN RIVER DRIVE' (1) ·
'PGA Blvd (SR786) ' (1) ·
'PGA Blvd. (SR 786)' (1) ·
'SR 707 (Dixie Hwy)' (1) ·
'SR-407 ' (1) ·
'SR-407 NB ' (1) ·
'SR-786(PGA BLVD) ' (1) ·
'SR786 WB to SB I95' (1) ·
'WB PGA Blvd. ' (1) ·
'WB SR 786 ' (1)
700085 (1) ·
700090 (1) ·
700091 (1) ·
700216 (1) ·
890003 (1) ·
890113 (1) ·
930056 (1) ·
930106 (1) ·
930265 (1) ·
930349 (1) ·
930356 (1) ·
930388 (1) ·
930491 (1) ·
930492 (1) ·
930557 (1) ·
940020 (1) ·
940047 (1)
'0.1MI S of SEAWAY DR A1A ' (1) ·
'0.3MI E OF US-1 (SR-5) ' (1) ·
'1.2Mi. E of Savannah Rd. ' (1) ·
'1.61mi east of PGA&SR710 ' (1) ·
'1/4Mi W of New Roosevelt ' (1) ·
'1000'W of SR5 & E ofSR811' (1) ·
'1st overpass east of I-95' (1) ·
'2.2 Mi East of SR-528 ' (1) ·
'2.9 Mi East of SR-528 ' (1) ·
'4.2MI NORTH OF SR-528 ' (1) ·
'Citrus Ave/FEC RR ' (1) ·
'I 95 SR 786 Interchange ' (1) ·
'PGA Blvd 2.3mi. W of TPK.' (1) ·
'SR-407 NB at SR-528 WB ' (1) ·
'Tpk/PGA Blvd interchange ' (1)
Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. (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)
Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. (1) ·
N/A (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 17 results in range #1 to #17.
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