Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- Waterbody (27)
- bridge (13)
- bridge data (1468)
- definition (254)
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- repository (98)
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Use the filters below to narrow your results.
'E-3 CANAL ' (1) ·
'FORK OF ST. LUCIE RIVER ' (1) ·
'I-4 ' (1) ·
'I-95 ' (1) ·
'Intracoastal Waterway ' (1) ·
'Intracoastal Waterway ' (1) ·
'L-5 Canal ' (1) ·
'OKEECHOBEE BLVD ' (1) ·
'Raulerson Canal ' (1) ·
'SR 794 Yamato Rd ' (1) ·
'St Johns River ' (1) ·
'ST. LUCIE RIVER ' (1) ·
Banana River Relief (1)
'AUSTRALIAN AVE NB ' (1) ·
'AUSTRALIAN AVE SB ' (1) ·
'EB SR 802 Lake Ave' (1) ·
'I 95 NB ' (1) ·
'I 95 SB ' (1) ·
'LINTON BLVD ' (1) ·
'PRIMA VISTA BLVD. ' (1) ·
'S Williamson Blvd ' (1) ·
'Saxon Blvd EB ' (1) ·
'SB US-27 SR-25 ' (1) ·
'SR-528 ' (1) ·
'SR-700 ' (1) ·
'WB SR 802 Lake Ave' (1) ·
SR-520 (1)
700084 (1) ·
700150 (1) ·
700192 (1) ·
790167 (1) ·
794095 (1) ·
930104 (1) ·
930189 (1) ·
930201 (1) ·
930318 (1) ·
930352 (1) ·
930451 (1) ·
934275 (1) ·
934276 (1) ·
934485 (1) ·
944011 (1) ·
944012 (1)
'0.5MI EAST OF I-95 ' (1) ·
'0.5Mi W of MILITARY TRAIL' (1) ·
'0.8 MI W OF US-1 ' (1) ·
'0.9 MI W OF US-1 ' (1) ·
'3Mi. S of CR-717 ' (1) ·
'Just North of Exit 48 ' (1) ·
'Just South of Exit 48 ' (1) ·
'Lake Ave / ICWW ' (1) ·
'Lake Ave. / ICWW ' (1) ·
'Palm Beach - Broward Line' (1) ·
'S. Williamson BI-I-95 ' (1) ·
'Saxon Blvd EB - I-4 ' (1) ·
'SR-528 EB-St Johns River ' (1) ·
'SR-528 WB-St Johns River ' (1) ·
SR-520 - Banana River (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 16 results in range #1 to #16.
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