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-18 Canal ' (1) ·
'E-2-E Canal ' (1) ·
'I 95 SR 9 ' (1) ·
'I-4 ' (1) ·
'I-95 ' (1) ·
'Indian River Relief ' (1) ·
'Intracoastal Waterway ' (1) ·
'KELLER (E-4) CANAL ' (1) ·
'LWDD E-4 Canal ' (1) ·
'Main Relief Canal ' (1) ·
'Mercer Ave and CSX RR ' (1) ·
'Troup Indiantown Canal ' (1) ·
'Turkey Creek ' (1) ·
'US 92 ' (1)
'2nd AVENUE NORTH ' (1) ·
'34th Avenue ' (1) ·
'CR726(CITRUS BLVD)' (1) ·
'E/B S.R. 704 ' (1) ·
'I 95 SR 9 NB ' (1) ·
'I 95 SR 9 SB ' (1) ·
'I-4 EB Ramp A ' (1) ·
'I-4 Ramp B ' (1) ·
'Linton Blvd. ' (1) ·
'Loxahatchee Rvr Rd' (1) ·
'Port Malabar BL WB' (1) ·
'SR806 Atlantic Ave' (1) ·
'US 192 WB ' (1) ·
'Viera Blvd EB ' (1) ·
'Viera Blvd WB ' (1) ·
'W/B S.R. 704 ' (1) ·
'Woolbright Road ' (1)
700233 (1) ·
704097 (1) ·
704098 (1) ·
705920 (1) ·
790208 (1) ·
790248 (1) ·
885813 (1) ·
894053 (1) ·
930032 (1) ·
930301 (1) ·
930488 (1) ·
930489 (1) ·
930506 (1) ·
930507 (1) ·
934179 (1) ·
934364 (1) ·
934986 (1)
'0.25 mi N of Belvedere Rd' (1) ·
'0.25 Mile N of Center St.' (1) ·
'0.3 Miles North of SR 60 ' (1) ·
'0.5 Mile West of I-95 ' (1) ·
'0.5Mi E of SR807 Congress' (1) ·
'1.2 Miles East of SR-710 ' (1) ·
'1.6 miles East of SR-507 ' (1) ·
'300' E of FL Turnpike ' (1) ·
'Between SRA1A&SR80 Cswys.' (1) ·
'I 95 Exit 56 ' (1) ·
'I-4 Connector over US-92 ' (1) ·
'I-4 EB Ramp A to US-92 ' (1) ·
'US 192 WB over Indian Riv' (1) ·
'Viera Blvd EB over I-95 ' (1) ·
'Viera Blvd WB over I-95 ' (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 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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (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.