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.
'BRANCH OF ICWW ' (1) ·
'CANAL E-2-E(BOYN BC INT)' (1) ·
'CANAL E-2-W(BOYN BC INT)' (1) ·
'EL RIO CANAL ' (1) ·
'I-4 EB Ramp B ' (1) ·
'LATERAL A CANAL ' (1) ·
'LATERAL CANAL ' (1) ·
'LWDD CANAL E-1 ' (1) ·
'OKEECHOBEE RIM CANAL ' (1) ·
'Service Rd & Canal ' (1) ·
'SR-528 ' (1) ·
'SR-91 Fl. Tpk ' (1)
'21ST ST SW ' (1) ·
'61ST./PECAN GROVE ' (1) ·
'CENTRL PK BL S WB' (1) ·
'CR-717 ' (1) ·
'EB 706 To SB I-95 ' (1) ·
'HIGHLAND GOLF CRSE' (1) ·
'I-4 WB ' (1) ·
'JUPITER ISLAND PK ' (1) ·
'SR-401 SB ' (1) ·
'SR-407 NB ' (1) ·
'SR91 NB TPK 86.69 ' (1) ·
'SR91 NB TPK 86.88 ' (1) ·
'SR91 SB TPK 86.85 ' (1) ·
'SR91 SB TPK 87.213' (1)
700031 (1) ·
700085 (1) ·
790106 (1) ·
884038 (1) ·
884047 (1) ·
930072 (1) ·
930384 (1) ·
930429 (1) ·
930430 (1) ·
930431 (1) ·
930432 (1) ·
934126 (1) ·
934921 (1) ·
935508 (1)
'.2MI E OF HOMEWOOD ROAD ' (1) ·
'0.5MI N OF JUPITER BCH RD' (1) ·
'1.9 MI WEST OF SR-715 ' (1) ·
'33FT E OF CR-611 43RD AVE' (1) ·
'6.2 MILES SOUTH OF SR-802' (1) ·
'AT CR-615 (66TH AVE.) ' (1) ·
'AT US-441 SR-7 ' (1) ·
'I-4 WB over I-4 EB Ramp B' (1) ·
'SR-401 SB - Barge Canal ' (1) ·
'SR-407 NB at SR-528 WB ' (1) ·
'Tpk. SR 706 Interchange ' (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)
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 14 results in range #1 to #14.
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