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.
'BOYNTON CANAL ' (1) ·
'Cabana Colony Circle ' (1) ·
'Canal C-51 ' (1) ·
'Deep Ck. Diversion Cnl ' (1) ·
'E-2 Canal ' (1) ·
'E-4 Canal ' (1) ·
'FL TPK SR-91 ' (1) ·
'I-95 ' (1) ·
'ITCWD CANAL #2 ' (1) ·
'ITCWD CANAL 3 ' (1) ·
'Lake Ashby Canal ' (1) ·
'Lateral "B" Canal ' (1) ·
'Lateral C Canal ' (1) ·
'Rio Mar Bay ' (1)
'4th Street ' (1) ·
'Bay Drive ' (1) ·
'CRESTWOOD BLVD ' (1) ·
'CRESTWOOD BLVD. ' (1) ·
'Hatton Road ' (1) ·
'Hypoluxo Rd ' (1) ·
'JOG ROAD (NB) ' (1) ·
'JOG ROAD (SB) ' (1) ·
'Lake Ashby Road ' (1) ·
'LittleRanchesTrail' (1) ·
'Maytown Road ' (1) ·
'Old Boynton Road ' (1) ·
'Oslo Rd (CR-606) ' (1) ·
'Prosperity Farms R' (1) ·
'River Drive ' (1) ·
'Viera Blvd EB ' (1) ·
'Viera Blvd WB ' (1)
704097 (1) ·
704098 (1) ·
794139 (1) ·
794141 (1) ·
794146 (1) ·
884074 (1) ·
884076 (1) ·
885811 (1) ·
885812 (1) ·
934178 (1) ·
934291 (1) ·
934294 (1) ·
934367 (1) ·
934552 (1) ·
934913 (1) ·
934951 (1) ·
934981 (1) ·
935920 (1)
'0.1 Mile West of A1A ' (1) ·
'0.4Mi. East of Congress A' (1) ·
'0.6MI S OF OKEECHOBEE BLV' (1) ·
'0.7MI N OF BOYNTON BEACH ' (1) ·
'0.7MI N OF BOYNTON BH BL ' (1) ·
'0.8Mi. N of PGA Blvd. ' (1) ·
'1 Mi. S of US-441 ' (1) ·
'1.2 Mi. East of Lyons Rd.' (1) ·
'1.2MI S OF OKEECHOBEE BL ' (1) ·
'100Ft. South of Bay Drive' (1) ·
'200ft. East of SR-415 ' (1) ·
'3.5 miles East of SR-415 ' (1) ·
'4.8 miles East of SR-415 ' (1) ·
'At CR-611 - 43rd Ave ' (1) ·
'At CR-613 ' (1) ·
'South Side of US-98 ' (1) ·
'Viera Blvd EB over I-95 ' (1) ·
'Viera Blvd WB over I-95 ' (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 (including piles) on dry land well above flood water elevations. (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 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 18 results in range #1 to #18.
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