Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > Built 027 :
1984 or
2017
& 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.
'CENTRAL PK BL S EB' (1) ·
'CENTRL PK BL S WB' (1) ·
'CONGRESS AVE SB ' (1) ·
'DARWIN BLVD ' (1) ·
'GETTYSBURG DR ' (1) ·
'GRANDVIEW WAY ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'PAAR DR ' (1) ·
'Pioneer Trail ' (1) ·
'PORT ST LUCIE BLVD' (1) ·
'ROYAL PLM BH BL SB' (1) ·
'SAVAGE BLVD. ' (1) ·
'SAVONA BLVD. ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SR-5/S. Olive Ave.' (1) ·
'UNDALLO RD ' (1) ·
'WALLIS ROAD ' (1) ·
'WB SR-70 ' (1)
794117 (1) ·
890110 (1) ·
890111 (1) ·
930367 (1) ·
934223 (1) ·
934331 (1) ·
934920 (1) ·
934921 (1) ·
937362 (1) ·
937366 (1) ·
940120 (1) ·
945255 (1) ·
945258 (1) ·
945259 (1) ·
945260 (1) ·
945262 (1) ·
945263 (1) ·
945266 (1)
'.5mi East US1 Lakeworth ' (1) ·
'0.15 mi East of Bay Drive' (1) ·
'0.1MI N OF BELVEDERE ROAD' (1) ·
'0.3M N OF OKEECHOBEE BLV ' (1) ·
'0.3MI W of DARWIN BLVD. ' (1) ·
'0.4MI S OF PAAR DRIVE ' (1) ·
'0.4MI W OF PORT ST LUCIE ' (1) ·
'0.5 MI W OF HAVERHILL RD ' (1) ·
'0.5Mi S of PAAR DRIVE ' (1) ·
'0.6Mi S OF CR-812 ' (1) ·
'0.7MI S OF PAAR DRIVE ' (1) ·
'0.9MI S OF PAAR DRIVE ' (1) ·
'1.6MI N OF GATLIN BLVD. ' (1) ·
'2mi. N of SR714 on I95 ' (1) ·
'2mi.N of SR714 on I95 ' (1) ·
'3.9 mi. W of FL Turnpike ' (1) ·
'AT US-441 (SR-7) ' (1) ·
'AT US-441 SR-7 ' (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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