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-52 Canal ' (1) ·
'Fellsmere Canal ' (1) ·
'FL. TPK. SR-91 ' (1) ·
'Florida Turnpike (SR-91)' (1) ·
'FLORIDA TURNPIKE SR-91 ' (1) ·
'I-95 ' (1) ·
'LEVEE NO.8 ' (1) ·
'Northlake Blvd. ' (1) ·
'OUTFALL SLOUGH ' (1) ·
'SR 60 ' (1) ·
'SR-91 (Fl. Tpk.) ' (1) ·
'SR-91 Turnpike ' (1) ·
'Turnbull Creek ' (1) ·
Fellsmere Canal (1) ·
St Johns River Relief (1)
'Becker Rd. ' (1) ·
'EB Okee. Blvd. ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 NB ' (1) ·
'JOG ROAD ' (1) ·
'PGA Blvd. (SR 786)' (1) ·
'SR 9 (I-95) ' (1) ·
'SR-60 EB ' (1) ·
'SR-60 WB ' (1) ·
'SR-714 ' (1) ·
'SR-80WB (Southern)' (1) ·
'SR91 NB TPK 178.03' (1) ·
'SR91 SB TPK 178.03' (1) ·
'Turnbull Bay Road ' (1) ·
'Viera Blvd EB ' (1) ·
'Viera Blvd WB ' (1) ·
'WB Okee. Blvd. ' (1) ·
I-95 SB (1) ·
US-192 EB (1)
700213 (1) ·
700231 (1) ·
700232 (1) ·
704097 (1) ·
704098 (1) ·
794022 (1) ·
880058 (1) ·
880066 (1) ·
880090 (1) ·
880091 (1) ·
880102 (1) ·
890159 (1) ·
930265 (1) ·
930407 (1) ·
930417 (1) ·
930418 (1) ·
930516 (1) ·
934297 (1) ·
941001 (1)
'0.3 Mi. W of SE Bosko Dr ' (1) ·
'1.0M S OF OKEECHOBEE BLVD' (1) ·
'1.9 Miles West of US-1 ' (1) ·
'15 MI S OF SR 60 ' (1) ·
'15 MI SOUTH OF SR 60 ' (1) ·
'2Mi West of CR-512 ' (1) ·
'2Mi. West of CR-512 ' (1) ·
'Between SR 710 and 786 ' (1) ·
'I-95 over SR-60 ' (1) ·
'Over Fellsmere Canal ' (1) ·
'PUMP STA AT 20 MI BEND ' (1) ·
'SR-704 Over SR-91 ' (1) ·
'Tpk/PGA Blvd interchange ' (1) ·
'Turnpike at Stuart exit. ' (1) ·
'Viera Blvd EB over I-95 ' (1) ·
'Viera Blvd WB over I-95 ' (1) ·
Over Fellsmere Canal (1) ·
US-192 EB-St Johns Relief (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 assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles by assessment, 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 not over waterway. (1) ·
Bridge with "unknown" foundation that has not been evaluated for scour. Until risk can be determined, a plan of action should be developed and implemented to reduce the risk to users from abridge failure during and immediately after a flood event. (1)
Showing below up to 19 results in range #1 to #19.
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