Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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Use the filters below to narrow your results.
'Belvedere Road ' (1) ·
'C-52 Canal ' (1) ·
'Depot Ave & El Rio Canal' (1) ·
'FL. TPK. SR-91 ' (1) ·
'Florida Turnpike (SR-91)' (1) ·
'FLORIDA TURNPIKE SR-91 ' (1) ·
'HAULOVER CANAL ' (1) ·
'I-95 ' (1) ·
'LEVEE NO.8 ' (1) ·
'SR 91 TPK (ST LUCIE INT)' (1) ·
'SR-91 (Fl. Tpk.) ' (1) ·
'Turkey Creek ' (1) ·
'US-1 ' (1)
'Becker Rd. ' (1) ·
'COURTENAY PARKWAY ' (1) ·
'I 95 SR 9 NB ' (1) ·
'I 95 SR 9 SB ' (1) ·
'JOG ROAD ' (1) ·
'LPGA Blvd ' (1) ·
'NB I 95 SR 9 ' (1) ·
'PGA Blvd. (SR 786)' (1) ·
'SR-405 WB ' (1) ·
'SR-60 EB ' (1) ·
'SR-60 WB ' (1) ·
'SR-714 ' (1) ·
'SR-80WB (Southern)' (1) ·
'SR91 SB TPK 143.3 ' (1) ·
'US-1 ' (1)
700029 (1) ·
700203 (1) ·
703004 (1) ·
790171 (1) ·
880090 (1) ·
880091 (1) ·
890159 (1) ·
930265 (1) ·
930407 (1) ·
930486 (1) ·
930497 (1) ·
930498 (1) ·
934297 (1) ·
940121 (1) ·
941001 (1)
'0.2 MI N OF ST LUCIE BLVD' (1) ·
'0.3 Mi. W of SE Bosko Dr ' (1) ·
'0.5 mi N of Atlantic Ave ' (1) ·
'1 mile North of SR 80 ' (1) ·
'1.0M S OF OKEECHOBEE BLVD' (1) ·
'2Mi West of CR-512 ' (1) ·
'2Mi. West of CR-512 ' (1) ·
'8.6 MILES SOUTH OF US 1 ' (1) ·
'LPGA Blvd. at I-95 ' (1) ·
'PUMP STA AT 20 MI BEND ' (1) ·
'SR-405 WB - US-1 ' (1) ·
'Tpk/PGA Blvd interchange ' (1) ·
'Turnpike at Stuart exit. ' (1) ·
'US-1 over Turkey Creek ' (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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (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 15 results in range #1 to #15.
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