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.
'Canal C-51 ' (1) ·
'CR 812 LANTANA RD ' (1) ·
'CSX Railroad ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 ' (1) ·
'Indian River ' (1) ·
'Intracoastal Waterway ' (1) ·
'Lantana Road ' (1) ·
'Lateral C Canal ' (1) ·
'LWDD E-2E Canal ' (1) ·
'Northlake Blvd. WB ' (1) ·
'Platt Ranch Access Road ' (1) ·
'Range Line Canal ' (1) ·
'SR-91 Turnpike ' (1)
'16th Street ' (1) ·
'5th Street SW ' (1) ·
'CLINT MOORE RD EB ' (1) ·
'Dunn Avenue ' (1) ·
'EB Okee. Blvd. ' (1) ·
'LittleRanchesTrail' (1) ·
'Loxahatchee Slough' (1) ·
'SB I 95 to Lantana' (1) ·
'SR-406 ' (1) ·
'SR804 E Ocean Ave.' (1) ·
'SR91 SB TPK 91.26 ' (1) ·
'St. Johns Heritage' (1) ·
'SW 23 Ave Golf Rd ' (1) ·
'WB Okee. Blvd. ' (1)
700227 (1) ·
704190 (1) ·
794189 (1) ·
884081 (1) ·
884085 (1) ·
930275 (1) ·
930303 (1) ·
930304 (1) ·
930370 (1) ·
930417 (1) ·
930418 (1) ·
931003 (1) ·
934167 (1) ·
934969 (1) ·
935920 (1)
'1 Mile S of Boynton Inlet' (1) ·
'1.45 Mi W of Bee Line Hwy' (1) ·
'1.9 Miles East of US-441 ' (1) ·
'2.0 MI N of US-92 on I-95' (1) ·
'2.1MI S LAKEWORTH INTERCH' (1) ·
'2.9 Miles South of US-192' (1) ·
'5th St. SW at CR-611 ' (1) ·
'At 74th Avenue ' (1) ·
'Just West of I 95 ' (1) ·
'Lantana I 95 Interchange ' (1) ·
'Over I 95 1 mi S of SR804' (1) ·
'South Side of US-98 ' (1) ·
'SR-406 over Indian River ' (1) ·
'SR-704 Over SR-91 ' (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 not over waterway. (1)
Showing below up to 15 results in range #1 to #15.