Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- definition (254)
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Use the filters below to narrow your results.
'BRANCH OF MIAMI CANAL ' (1) ·
'CANAL N. END LAKE IDA ' (1) ·
'CROOKED CREEK ' (1) ·
'Daytona Canal ' (1) ·
'Drainage Ditch ' (1) ·
'HILLSBORO L-14 CANAL ' (1) ·
'Intracoastal Waterway ' (1) ·
'L-12 Canal ' (1) ·
'L-19 Canal ' (1) ·
'L-8 CANAL ' (1) ·
'LAKE CLARKE CHANNEL ' (1) ·
'LWDD CANAL L-9 ' (1) ·
'LWDD L-5 CANAL ' (1) ·
'MANATEE POCKET ' (1) ·
'MIAMI CANAL ' (1) ·
'Misner Branch ' (1)
'Ballough Street ' (1) ·
'CORKSCREW BLVD. ' (1) ·
'DUDA ROAD ' (1) ·
'Highbridge Road ' (1) ·
'HORSESHOE POINT RD' (1) ·
'Levee Road ' (1) ·
'Main Trail ' (1) ·
'MARGINAL RD ' (1) ·
'MEDITERRANEAN RD ' (1) ·
'MIAMI CANAL ROAD ' (1) ·
'S. LAKE DRIVE ' (1) ·
'ST LUCIE BLVD ' (1) ·
'WEST LAKE DRIVE ' (1) ·
'Willowood Drive ' (1)
704032 (1) ·
794025 (1) ·
795000 (1) ·
796000 (1) ·
890101 (1) ·
894014 (1) ·
930806 (1) ·
930807 (1) ·
930808 (1) ·
930809 (1) ·
934214 (1) ·
934502 (1) ·
934516 (1) ·
934519 (1) ·
935303 (1) ·
936262 (1) ·
936263 (1) ·
936264 (1)
'.21 E of Minton Rd. ' (1) ·
'.3 mi South of Mason Ave ' (1) ·
'0.2 Mi E of ANCHOR AVE. ' (1) ·
'0.2MI S OF US-27 ' (1) ·
'0.3 Mile West of SR-A1A ' (1) ·
'0.3MI S OF PIONEER RD ' (1) ·
'0.4MI NE OF A1A ' (1) ·
'0.5 MI S of FOREST HILL ' (1) ·
'0.8 Mile West of Nova Rd ' (1) ·
'1 MI S OF FOREST HILL BVD' (1) ·
'1.0 Mi South of CR-827 ' (1) ·
'1.7 MI S OF FOREST HILL ' (1) ·
'13.5 Mi S/O S/B E of US27' (1) ·
'2.2MI S OF SR-80 ' (1) ·
'200FT N of NW 22ND STR ' (1) ·
'4.0 MI NW OF US-441 ' (1) ·
'6.3MI S of SoBay at US-27' (1) ·
'ADJ. TO N. SIDE OF SR-880' (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)
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)
Showing below up to 18 results in range #1 to #18.
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