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-3 Canal ' (1) ·
'CANAL ' (1) ·
'CANAL L-30 ' (1) ·
'CSX Railroad ' (1) ·
'DIRT FARM ROAD ' (1) ·
'E-3 Canal ' (1) ·
'EL RIO (E-4) CANAL ' (1) ·
'El Rio Canal E-4 ' (1) ·
'HUNGERFORD CANAL ' (1) ·
'I-95 (SR-9) ' (1) ·
'Intracoastal Waterway ' (1) ·
'L.W.D.D. E-4 CANAL ' (1) ·
'LATERAL CANAL #30 ' (1) ·
'LATERAL CANAL #38 ' (1) ·
'Lateral Canal 30 ' (1) ·
'SFWMD C-15 CANAL ' (1)
'Atlantic Avenue ' (1) ·
'AUDUBON BLVD. ' (1) ·
'BRANT DR/CARL BOTT' (1) ·
'EL CLAIR RANCH RD.' (1) ·
'I 95 SR 9 ' (1) ·
'ISLAND DRIVE ' (1) ·
'Lake Ida Road ' (1) ·
'LINTON BLVD. ' (1) ·
'LOWSON BOULEVARD ' (1) ·
'OLD GERMANTOWN RD ' (1) ·
'Peninsula Corp Dr ' (1) ·
'SR 91 TPK 79.75 ' (1) ·
'SR806 Atlantic Ave' (1) ·
'SR91 N/S TPK 83.91' (1) ·
'West Atlantic Ave.' (1)
930064 (1) ·
930069 (1) ·
930215 (1) ·
930240 (1) ·
930322 (1) ·
930442 (1) ·
930443 (1) ·
930455 (1) ·
931009 (1) ·
934419 (1) ·
934482 (1) ·
934483 (1) ·
934963 (1) ·
935501 (1) ·
935502 (1) ·
935506 (1) ·
935507 (1)
'.2MI S of LINDELL BLVD ' (1) ·
'0.03 MI W OF ANDREWS AVE ' (1) ·
'0.2 MI W of CONGRESS AVE ' (1) ·
'0.2 MI W OF LINDELL BLVD ' (1) ·
'0.2MI EAST OF US-1 (SR-5)' (1) ·
'0.4 MI W OF CONGRESS AVE ' (1) ·
'0.8Mi W of JOG/CARTER RD.' (1) ·
'1.2Mi N OF LAKE IDA RD. ' (1) ·
'1.3 mile S of Linton Rd. ' (1) ·
'1.3mi. South of Linton ' (1) ·
'1/2 mile W of SR-809 ' (1) ·
'1Mi E of CR809/Military T' (1) ·
'2 miles N of Atlantic Ave' (1) ·
'2.0 MI SOUTH OF SR-806 ' (1) ·
'2.12 MI NORTH OF SR-806 ' (1) ·
'Between SR-A1A & SR-5 ' (1) ·
'Just W. of Congress Ave.' (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 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 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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