Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- 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.
'Belvedere Road ' (1) ·
'Eau Gallie River ' (1) ·
'El Rio Canal E-4 ' (1) ·
'Elbow Creek ' (1) ·
'Frazier Creek ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 (SR-9)/CSXRR ' (1) ·
'ICWW ' (1) ·
'ITCWD CANAL #1 ' (1) ·
'Kellers Canal ' (1) ·
'LWDD E-3 Canal ' (1) ·
'LWDD E1 CANAL ' (1) ·
'SR-70 (Okeechobee Rd.) ' (1) ·
'Sykes Creek ' (1) ·
'Tillman Canal ' (1) ·
'WPB STUB CANAL ' (1)
'BELVEDERE RD ' (1) ·
'CRESTWOOD BLVD. ' (1) ·
'E Gateway Blvd ' (1) ·
'Gateway Blvd. ' (1) ·
'Hypoluxo Rd ' (1) ·
'Minton Road CR-509' (1) ·
'NB I 95 SR 9 ' (1) ·
'NB SR-9 (I-95) ' (1) ·
'SB I 95 SR 9 ' (1) ·
'SR-5 (US-1) ' (1) ·
'SR-520 ' (1) ·
'SR-60 ' (1) ·
'SR-808 (Glades Rd)' (1) ·
'SR802 (Lake Worth)' (1) ·
'US-1 ' (1) ·
'YAMATO RD ' (1)
700007 (1) ·
700008 (1) ·
700193 (1) ·
704075 (1) ·
880087 (1) ·
890002 (1) ·
930073 (1) ·
930307 (1) ·
930319 (1) ·
930434 (1) ·
930486 (1) ·
930487 (1) ·
934208 (1) ·
934296 (1) ·
934363 (1) ·
934928 (1) ·
940102 (1)
'.4mi. East of Congress ' (1) ·
'0.1MI S OF OKEECHOBEE BL ' (1) ·
'0.1MI W OF I-95 ' (1) ·
'0.3MI E of SR-7 (US-441) ' (1) ·
'0.5MI W of SR-809 Mil Trl' (1) ·
'0.6Mi. W of SR-A1A ' (1) ·
'1 mile North of SR 80 ' (1) ·
'1.4 miles east of I-95 ' (1) ·
'1.5 miles North of SR 804' (1) ·
'2.4 mi S of SR-9 ' (1) ·
'2mi S of SR-68(Orange Av)' (1) ·
'Hypoluxo Rd over I 95&RR ' (1) ·
'SR-5 S of Roosevelt BR ' (1) ·
'SR-520 - Sykes Creek ' (1) ·
'US-1 over Elbow Creek ' (1) ·
'US-1- Eau Gallie River ' (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 17 results in range #1 to #17.
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