Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > Lanes 028a:
1
& Channel 061:
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.
Use the filters below to narrow your results.
'BRANCH OF ICWW ' (1) ·
'C-51 Canal ' (1) ·
'CANAL E-2-W(BOYN BC INT)' (1) ·
'Creek ' (1) ·
'EL RIO CANAL ' (1) ·
'L-10 Canal ' (1) ·
'L-12 Canal ' (1) ·
'LATERAL A CANAL ' (1) ·
'Little Haw Swamp ' (1) ·
'LWDD CANAL E-1 ' (1) ·
'OKEECHOBEE RIM CANAL ' (1) ·
'RIO MAR BAY ' (1) ·
'Service Rd & Canal ' (1) ·
'Turnbull Creek ' (1)
'61ST./PECAN GROVE ' (1) ·
'CAMINO GARDENS EB ' (1) ·
'CAMINO GARDENS WB ' (1) ·
'CENTRL PK BL S WB' (1) ·
'CR-717 ' (1) ·
'EBSR80 to SBSR807 ' (1) ·
'HIGHLAND GOLF CRSE' (1) ·
'Indian Lake Road ' (1) ·
'JUPITER ISLAND PK ' (1) ·
'Levee Road ' (1) ·
'SBSR807 to EBSR80 ' (1) ·
'SR-401 SB ' (1) ·
'SR91 SB TPK 87.213' (1) ·
'Truck Trail #12 ' (1) ·
'Turnbull Bay Road ' (1) ·
'VETERANS WALK ' (1)
700031 (1) ·
790800 (1) ·
790801 (1) ·
794022 (1) ·
884038 (1) ·
885808 (1) ·
930072 (1) ·
930432 (1) ·
930472 (1) ·
930473 (1) ·
930805 (1) ·
930806 (1) ·
934126 (1) ·
934921 (1) ·
935209 (1) ·
935210 (1) ·
935508 (1)
'.2MI E OF HOMEWOOD ROAD ' (1) ·
'0.03Mi E of CYPRESS WAY ' (1) ·
'0.5MI N OF JUPITER BCH RD' (1) ·
'1.9 MI WEST OF SR-715 ' (1) ·
'1.9 Miles West of US-1 ' (1) ·
'2.3mi N on Indian Lake Rd' (1) ·
'300FT East of CR-717 ' (1) ·
'4.0 MI NW OF US-441 ' (1) ·
'6.2 MILES SOUTH OF SR-802' (1) ·
'AT CR-615 (66TH AVE.) ' (1) ·
'AT US-441 SR-7 ' (1) ·
'INSIDE RIVERSIDE PARK ' (1) ·
'Lake George Conservation ' (1) ·
'SE quadrant PB Int Airprt' (1) ·
'SR-401 SB - Barge Canal ' (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 with "unknown" foundation that has not been evaluated for scour. Until risk can be determined, a plan of action should be developed and implemented to reduce the risk to users from abridge failure during and immediately after a flood event. (1)
Showing below up to 17 results in range #1 to #17.
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