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.
'Angle Rd - Belcher Canal' (1) ·
'Angle Rd.- Belcher Canal' (1) ·
'Belcher Canal (C-25) ' (1) ·
'C-24 Canal ' (1) ·
'CR 712 (Midway Road) ' (1) ·
'CR-712 Midway Road ' (1) ·
'FTPK & S Macedo Blvd. ' (1) ·
'Galiano Rd & C-24 Canal ' (1) ·
'Galiano Rd. & C-24 Canal' (1) ·
'Gatlin Blvd ' (1) ·
'Header Creek Canal ' (1) ·
'LITTLE MUD CREEK ' (1) ·
'Rim Ditch Canal C-24 ' (1) ·
'SR 70 ' (1) ·
'SR-614 (Indrio Rd) ' (1) ·
'SR-91 (FL TPK) ' (1) ·
'Ten Mile Creek ' (1)
'Crosstown Parkway ' (1) ·
'EB SR 70 ' (1) ·
'Hanley Rd. S 25th ' (1) ·
'NB I-95 (S.R. 9) ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'NB SR-615 ' (1) ·
'SB I-95 (S.R. 9) ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SB SR-615 ' (1) ·
'SR 70 EB ' (1) ·
'SR A1A ' (1) ·
'SR70 EB Okeechobee' (1) ·
'SR70 WB Okeechobee' (1) ·
'SR91 NB TPK 153.1 ' (1) ·
'WB SR-70 ' (1)
940086 (1) ·
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940157 (1) ·
940158 (1) ·
944016 (1) ·
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945274 (1)
'0.1Mi. E of Bayshore Blvd' (1) ·
'0.7 Mi. West of I-95 ' (1) ·
'1.1 Mile S of CR-611B ' (1) ·
'1.5 mi N of SR 68 ' (1) ·
'1.5 mi. N. of SR 68 ' (1) ·
'1.5 Mi. S of SR-70 ' (1) ·
'1mi. West of CR-613 ' (1) ·
'2 mi. N of Gatlin Blvd. ' (1) ·
'2.5 mi. N of SR 70 ' (1) ·
'2.6 MILES NORTH OF SR-710' (1) ·
'3.9 MI W of FL Tpk SR 91 ' (1) ·
'3.9 mi. W of FL Turnpike ' (1) ·
'4.3 m N of Martin Co Line' (1) ·
'7 MI W of FL TPK SR91 ' (1) ·
'I-95 over Midway Road ' (1) ·
'NB I-95/SR-614(Indrio Rd)' (1) ·
'NORTH OF BLIND CREEK ' (1) ·
'SB I-95/SR-614(INDRIO RD)' (1)
27155060 (1) ·
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80252110 (1) ·
80252971 (1) ·
80253500 (1) ·
80254109 (1) ·
80270180 (1) ·
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80295150 (1) ·
80324763 (1) ·
80324769 (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 24 results in range #1 to #24.
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