Drilldown: bridge data
From Indian River Lagoon Project
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16052 (1) ·
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19548 (1) ·
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19556 (1) ·
19562 (1) ·
19563 (1)
'C-24 Canal ' (1) ·
'Canal 29 (5 mile creek) ' (1) ·
'CR-712 Midway Road ' (1) ·
'F.P.F.W.C.D. Canal No. 1' (1) ·
'Florida Turnpike (SR-91)' (1) ·
'FTPK & S Macedo Blvd. ' (1) ·
'Gatlin Blvd ' (1) ·
'Header Canal ' (1) ·
'Header Creek Canal ' (1) ·
'I-95 (S.R. 9) ' (1) ·
'I-95 (SR-9) ' (1) ·
'Moore's Creek ' (1) ·
'SR 70 ' (1) ·
'SR-614 (Indrio Rd) ' (1) ·
'SR-68 ' (1) ·
'SR-70 (Okeechobee Rd.) ' (1) ·
'SR-9 (I-95) ' (1) ·
'SR-91 (FL TPK) ' (1) ·
'SR-91 (FL TURNPIKE) ' (1) ·
'Taylor Creek ' (1) ·
'Ten Mile Creek ' (1)
'Becker Rd. ' (1) ·
'Becker Road ' (1) ·
'Crosstown Parkway ' (1) ·
'EB SR 70 ' (1) ·
'Hanley Rd. S 25th ' (1) ·
'Juanita Ave. ' (1) ·
'NB I-95 (S.R. 9) ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'NB SR-9 (I-95) ' (1) ·
'SB I-95 (S.R. 9) ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SB SR-9 ( I-95) ' (1) ·
'SR 68 (Orange Ave)' (1) ·
'SR 70 EB ' (1) ·
'SR-713 (Kings Hwy)' (1) ·
'SR91 NB TPK 153.1 ' (1) ·
'ST LUCIE W BLVD EB' (1) ·
'ST LUCIE W BLVD WB' (1) ·
'St Lucie West Blvd' (1) ·
'US-1 (SR-5) ' (1) ·
'WB SR 70 ' (1)
940086 (1) ·
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949902 (1)
'.5 miles South of SR-70 ' (1) ·
'.5mi So. of St Lucie Blvd' (1) ·
'0.1MI W OF BAYSHORE BLVD ' (1) ·
'0.1MI W OF BAYSHORE BLVD.' (1) ·
'0.1Mi W of US-1 ' (1) ·
'0.1Mi. E of Bayshore Blvd' (1) ·
'0.3 Mi. W of SE Bosko Dr ' (1) ·
'0.7 Mi. West of I-95 ' (1) ·
'1 mi. east I-95 on SR 68 ' (1) ·
'1 mile North of SR-70 ' (1) ·
'1.1 Mile S of CR-611B ' (1) ·
'1.5 Mi. S of SR-70 ' (1) ·
'2.6 MILES NORTH OF SR-710' (1) ·
'2mi S of SR-68(Orange Av)' (1) ·
'3.9 MI W of FL Tpk SR 91 ' (1) ·
'4.3 m N of Martin Co Line' (1) ·
'5.5mi. S of SR70 / I-95 ' (1) ·
'7 MI W of FL TPK SR91 ' (1) ·
'7.0 mi. W of FL Turnpike ' (1) ·
'Becker Rd/I-95 interchge ' (1) ·
'Crosstown Pkwy/I-95 ' (1) ·
'I-95 over Midway Road ' (1) ·
'Just North of SR70 on I95' (1) ·
'NB I-95/SR-614(Indrio Rd)' (1) ·
'SB I-95/SR-614(INDRIO RD)' (1)
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80295150 (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 29 results in range #1 to #29.
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