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) ·
'Danforth Creek ' (1) ·
'FL. TPK. SR-91 ' (1) ·
'I-95 (SR 9) ' (1) ·
'Intracoastal Waterway ' (1) ·
'Loxahatchee Slough ' (1) ·
'Okeechobee Waterway ' (1) ·
'POPPELTON CREEK ' (1) ·
'S Fork St. Lucie River ' (1) ·
'SR 811 & FEC RR ' (1) ·
'SR-91 (Fl. Tpk.) ' (1) ·
'SR786 I95 I95 Ramps ' (1) ·
'ST LUCIE CANAL ' (1)
'CR 76A ' (1) ·
'CR-714 Indian St. ' (1) ·
'CR-76A ' (1) ·
'CR714 PALM CITY RD' (1) ·
'EB Martin Downs Bd' (1) ·
'EB PGA Blvd. ' (1) ·
'EB SR - 714 ' (1) ·
'EB SR 786 ' (1) ·
'PGA Blvd (SR786) ' (1) ·
'PGA Blvd. (SR 786)' (1) ·
'SR-714 ' (1) ·
'SR-786(PGA BLVD) ' (1) ·
'SR786 WB to SB I95' (1) ·
'WB Martin Downs Bd' (1) ·
'WB PGA Blvd. ' (1) ·
'WB SR - 714 ' (1) ·
'WB SR 786 ' (1)
890038 (1) ·
890039 (1) ·
890093 (1) ·
890114 (1) ·
890134 (1) ·
890135 (1) ·
890143 (1) ·
890159 (1) ·
894062 (1) ·
930106 (1) ·
930265 (1) ·
930349 (1) ·
930356 (1) ·
930388 (1) ·
930491 (1) ·
930492 (1) ·
930557 (1)
'0.1 MI West of SR-76 ' (1) ·
'1.5 Mile West of SR-76 ' (1) ·
'1.61mi east of PGA&SR710 ' (1) ·
'1/2MI S of US-1 ' (1) ·
'1000'W of SR5 & E ofSR811' (1) ·
'1st overpass east of I-95' (1) ·
'2.5 mi East of TPK Exit ' (1) ·
'CR 76A over I-95 ' (1) ·
'I 95 SR 786 Interchange ' (1) ·
'PGA Blvd 2.3mi. W of TPK.' (1) ·
'SR-714 East of Fla. Tpk. ' (1) ·
'SR-714 East of Fla. Tpke.' (1) ·
'Tpk/PGA Blvd interchange ' (1) ·
'Turnpike at Stuart exit. ' (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)
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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