Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
'CANAL C-108 ' (1) ·
'CANAL C-73 ' (1) ·
'CANAL E-114 ' (1) ·
'CANAL E-12/E-84 ' (1) ·
'CANAL E-14 ' (1) ·
'CANAL E-8 ' (1) ·
'CANAL E-84 ' (1) ·
'CR 709 & FECRR ' (1) ·
'CR 712 (Midway Road) ' (1) ·
'CR-712 Midway Road ' (1) ·
'ELKCAM WATERWAY ' (1) ·
'Gatlin Blvd ' (1) ·
'RIM DITCH CANAL C-24 ' (1)
'DARWIN BLVD ' (1) ·
'FLORESTA DR ' (1) ·
'GETTYSBURG DR ' (1) ·
'JEANNE AVE ' (1) ·
'JORGENSEN RD ' (1) ·
'NB I-95 (S.R. 9) ' (1) ·
'NB I-95 (SR 9) ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'NORTH MACEDO BLVD ' (1) ·
'PAAR DR ' (1) ·
'PAAR DR. ' (1) ·
'PORT ST LUCIE BLVD' (1) ·
'SAVAGE BLVD. ' (1) ·
'SAVONA BLVD. ' (1) ·
'SB I-95 (S.R. 9) ' (1) ·
'SB I-95 (SR 9) ' (1) ·
'SELVITZ RD. ' (1) ·
'SR91 NB TPK 142.2 ' (1)
940082 (1) ·
940109 (1) ·
940111 (1) ·
940112 (1) ·
940115 (1) ·
940116 (1) ·
944008 (1) ·
945252 (1) ·
945253 (1) ·
945254 (1) ·
945255 (1) ·
945257 (1) ·
945258 (1) ·
945259 (1) ·
945260 (1) ·
945261 (1) ·
945262 (1) ·
945263 (1)
'.75 Mile South Midway Rd.' (1) ·
'0.2MI N OF NW BAYSHORE BL' (1) ·
'0.2MI S OF N MACEDO BLVD.' (1) ·
'0.4MI S OF PAAR DRIVE ' (1) ·
'0.4MI W OF PORT ST LUCIE ' (1) ·
'0.5MI Nof PT ST LUCIE BLD' (1) ·
'0.5Mi S of PAAR DRIVE ' (1) ·
'0.5MI W OF NW ST JAMES DR' (1) ·
'0.7MI S OF PAAR DRIVE ' (1) ·
'0.7MI Wof SW DARWIN BLVD.' (1) ·
'0.9MI S OF PAAR DRIVE ' (1) ·
'1.2MI S PORT ST LUCIE RMP' (1) ·
'1.2MI W OF PORT ST. LUCIE' (1) ·
'1.6MI N OF GATLIN BLVD. ' (1) ·
'4.3 m N of Martin Co Line' (1) ·
'I-95 over Midway Road ' (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 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 18 results in range #1 to #18.
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