Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- bridge (13)
- bridge data (1468)
- definition (254)
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Use the filters below to narrow your results.
'C-15 CANAL ' (1) ·
'C-18 CANAL ' (1) ·
'CANAL-17 ' (1) ·
'FL. TPK. SR-91 ' (1) ·
'Indian River / ICW ' (1) ·
'Indian River East Relief' (1) ·
'Intracoastal Waterway ' (1) ·
'Loxahatchee River ' (1) ·
'Loxahatchee Slough ' (1) ·
'RCA Center Dr & FEC R/R ' (1) ·
'SR 811 & FEC RR ' (1) ·
'SR786 I95 I95 Ramps ' (1) ·
'W. Relief Indian River ' (1) ·
'Warner Creek ' (1)
'EB PGA Blvd. ' (1) ·
'EB SR 786 ' (1) ·
'Jensen Bch. Cswy. ' (1) ·
'Old Dixie Highway ' (1) ·
'OLD DIXIE HWY ' (1) ·
'PGA Blvd (SR786) ' (1) ·
'PGA Blvd. (SR 786)' (1) ·
'SR 811 to SB I-95 ' (1) ·
'SR-732 -Jensen Bch' (1) ·
'SR-732 Jensen Bch.' (1) ·
'SR-732 Jenson Blvd' (1) ·
'SR-786(PGA BLVD) ' (1) ·
'SR-811 (Alt A-1-A)' (1) ·
'SR786 WB to SB I95' (1) ·
'WB PGA Blvd. ' (1) ·
'WB SR 786 ' (1)
890014 (1) ·
890138 (1) ·
890145 (1) ·
890146 (1) ·
930106 (1) ·
930265 (1) ·
930339 (1) ·
930349 (1) ·
930356 (1) ·
930359 (1) ·
930388 (1) ·
930491 (1) ·
930492 (1) ·
930493 (1) ·
930557 (1) ·
934911 (1)
'.5mi E. of Indian R Dr. ' (1) ·
'.75mi E. of Indian R Dr. ' (1) ·
'0.7MI N of Northlake Blvd' (1) ·
'1.1MI S OF LINTON BLVD ' (1) ·
'1.6 mi E of US-1 ON 707A ' (1) ·
'1.61mi east of PGA&SR710 ' (1) ·
'1000'W of SR5 & E ofSR811' (1) ·
'1st overpass east of I-95' (1) ·
'City of Jupiter ' (1) ·
'I 95 SR 786 Interchange ' (1) ·
'NW quad SR811/786 intchge' (1) ·
'PGA Blvd 2.3mi. W of TPK.' (1) ·
'Tpk/PGA Blvd interchange ' (1) ·
'W. of Jensen Bch. Cswy. ' (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 16 results in range #1 to #16.
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