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.
'DITCH NO. 34 ' (1) ·
'DITCH NO. 46 ' (1) ·
'FEC Railroad ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 (SR-9) ' (1) ·
'Intracoastal Waterway ' (1) ·
'LATERAL U CANAL ' (1) ·
'MOORES CREEK ' (1) ·
'PARK LATERAL CANAL ' (1) ·
'SR-91 Turnpike ' (1) ·
'St. Lucie River ' (1) ·
'St. Sebastian River ' (1) ·
'WARNER CREEK ' (1)
'CR-512 ' (1) ·
'CR-707 (BEACH RD) ' (1) ·
'CR-707(Citrus Ave)' (1) ·
'DIXIE HIGHWAY ' (1) ·
'E/B S.R. 704 ' (1) ·
'EB Okee. Blvd. ' (1) ·
'EB SR 704 ' (1) ·
'INDIAN RIVER DRIVE' (1) ·
'Sebastian Blvd EB ' (1) ·
'Sebastian Blvd WB ' (1) ·
'SR 707 (Dixie Hwy)' (1) ·
'W/B S.R. 704 ' (1) ·
'WB Okee. Blvd. ' (1)
880041 (1) ·
880042 (1) ·
884067 (1) ·
884068 (1) ·
884078 (1) ·
884079 (1) ·
890003 (1) ·
890113 (1) ·
930056 (1) ·
930183 (1) ·
930210 (1) ·
930417 (1) ·
930418 (1) ·
930506 (1) ·
930507 (1) ·
940020 (1) ·
940047 (1)
'.7mi. E of Congress Ave. ' (1) ·
'0.1MI S of SEAWAY DR A1A ' (1) ·
'0.3MI E OF US-1 (SR-5) ' (1) ·
'1 MI N OF SR-60 ' (1) ·
'1.2Mi. E of Savannah Rd. ' (1) ·
'1/4Mi W of New Roosevelt ' (1) ·
'2.8 MI East of I-95 ' (1) ·
'3.7 MILES NORTH OF SR-60 ' (1) ·
'7MI NORTH OF SR-60 ' (1) ·
'9.2MI N OF SR-60 ' (1) ·
'Between SRA1A&SR80 Cswys.' (1) ·
'Citrus Ave/FEC RR ' (1) ·
'SR-704 Over SR-91 ' (1)
Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. (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 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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