Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- bridge data (1468)
- definition (254)
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Use the filters below to narrow your results.
'C-51 Canal ' (1) ·
'CR 812 LANTANA RD ' (1) ·
'EB SR80 & C-51 Canal ' (1) ·
'Hypoluxo Rd. ' (1) ·
'Hypoluxo Road ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 (SR-9)/CSXRR ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'L-6 Canal ' (1) ·
'LAKE OSBOURNE ' (1) ·
'Lantana Road ' (1) ·
'LWDD LAT 17 CANAL ' (1) ·
'LWDD LAT CANAL 17 ' (1) ·
'WB SR 80 ' (1) ·
Six Mile Creek (1)
'CONGRESS AVE NB ' (1) ·
'CONGRESS AVE SB ' (1) ·
'CR-812 OCEAN AVE ' (1) ·
'EBSR80 to SBSR807 ' (1) ·
'Hypoluxo Rd ' (1) ·
'Hypoluxo to SB I95' (1) ·
'LANTANA ROAD EB ' (1) ·
'LANTANA ROAD WB ' (1) ·
'Lantana to I 95 SB' (1) ·
'NB SR 807 ' (1) ·
'NBSR807 to EBSR80 ' (1) ·
'SB I 95 to Lantana' (1) ·
'SB SR 807 ' (1) ·
'SBI-95 to Hypoluxo' (1) ·
'SBSR807 to EBSR80 ' (1) ·
'SR 812 Lantana Rd ' (1) ·
'SR-807 Congress Av' (1) ·
'SR91 NB TPK 91.26 ' (1) ·
'SR91 SB TPK 91.26 ' (1) ·
SR-46 (1)
700194 (1) ·
930274 (1) ·
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931003 (1) ·
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934332 (1) ·
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934369 (1)
'0.3 Mile East of US-1 ' (1) ·
'0.6 MI W OF I-95 ' (1) ·
'0.6 MI WEST OF I-95 ' (1) ·
'0.6Mi S OF CR-812 ' (1) ·
'1.0mile south of SR-80 ' (1) ·
'2.1 M S OF LAKEWORTH INTR' (1) ·
'2.1MI S LAKEWORTH INTERCH' (1) ·
'Hypoluxo Rd I 95 Interch ' (1) ·
'Hypoluxo Rd over I 95&RR ' (1) ·
'Hypoluxo Rd.-I95 intercha' (1) ·
'Lantana I 95 Interchange ' (1) ·
'SE quadrant PB Int Airprt' (1) ·
'SE quadrant PB Int Airpt ' (1) ·
SR-46 over Six Mile Cr (1)
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28395620 (1)
80024400 (1) ·
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80045990 (1) ·
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80052259 (1) ·
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8005960 (1) ·
80102377 (1) ·
80102433 (1) ·
80543618 (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) ·
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 by assessment, 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 22 results in range #1 to #22.
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