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.
'Belcher Canal (C-25) ' (1) ·
'BELCHER CANAL C-25 ' (1) ·
'Boynton Inlet ' (1) ·
'C-24 CANAL ' (1) ·
'C-37 Canal ' (1) ·
'CANAL E-2-E(BOYN BC INT)' (1) ·
'COUNTY LINE CANAL C-23 ' (1) ·
'CR 708 ' (1) ·
'CR 812 LANTANA RD ' (1) ·
'FECRR ' (1) ·
'MAIN RELIEF CANAL ' (1) ·
'S-135 Canal ' (1) ·
'SB I-95 To EB 706 ' (1) ·
'Sottile Canal ' (1) ·
'SR-406 ' (1) ·
'SR-46 ' (1) ·
'SR-91 TPK(GLADES RD INT)' (1) ·
'Taylor Creek ' (1) ·
'Turkey Creek ' (1) ·
Sottile Canal (1) ·
Wickham Road (1)
'53RD STREET ' (1) ·
'CR-611 43RD AVE. ' (1) ·
'I-95 ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'Juanita Ave. ' (1) ·
'Kings Highway ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'Palm Bay Library ' (1) ·
'Port Malabar Bl EB' (1) ·
'Port Malabar BL WB' (1) ·
'RANGE LINERD CR609' (1) ·
'SB I-95 (SR 9) ' (1) ·
'SHINN ROAD ' (1) ·
'SR A1A ' (1) ·
'SR91 NB TPK 86.88 ' (1) ·
'SR91 NB TPK 91.26 ' (1) ·
'SR91 SB TPK 91.26 ' (1) ·
'SR91SB ON/OFF 76.4' (1) ·
'SW Wood St. ' (1) ·
'US-1 NB ' (1) ·
'WB 706 To SB I-95 ' (1) ·
I-95 (1)
700059 (1) ·
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700134 (1) ·
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931003 (1) ·
940007 (1) ·
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940026 (1) ·
940068 (1) ·
944017 (1)
'0.1Mi W of US-1 ' (1) ·
'0.2 MI West of US-98 ' (1) ·
'1.5mi. N of SR-68 ' (1) ·
'1.6 miles East of SR-507 ' (1) ·
'100FT N ANGLE RD CR-607A ' (1) ·
'10ft. E of Minton Road ' (1) ·
'2.1 M S OF LAKEWORTH INTR' (1) ·
'2.1MI S LAKEWORTH INTERCH' (1) ·
'250ft North of SR-60 ' (1) ·
'3MI S of SR-70 ' (1) ·
'6.2 MILES SOUTH OF SR-802' (1) ·
'A1A 2.5km North of SR 804' (1) ·
'AT MARTIN COUNTY LINE ' (1) ·
'BOCA RATON INTERCHNG #28 ' (1) ·
'I 95 SR 706 interchange ' (1) ·
'I-95 NB over SR-406 ' (1) ·
'I-95 over SR-46 ' (1) ·
'I-95 SB - Sottile Canal ' (1) ·
'I-95 SB over SR-406 ' (1) ·
'NB I-95 over CR 708 ' (1) ·
'SB I-95 over CR 708 ' (1) ·
'US-1 NB - FECRR ' (1) ·
I-95 NB - Sottile Canal (1) ·
I-95 over Wickham Road (1)
26222805 (1) ·
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80401795 (1) ·
80430700 (1) ·
80510378 (1) ·
80510486 (1) ·
80511328 (1) ·
80521049 (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) ·
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 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 assessed or calculated scour conditions; field review indicates action is required to protect exposed foundations (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) ·
Bridge with "unknown" foundation that has not been evaluated for scour. Until risk can be determined, a plan of action should be developed and implemented to reduce the risk to users from abridge failure during and immediately after a flood event. (1)
Showing below up to 25 results in range #1 to #25.
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