Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- bridge (13)
- bridge data (1468)
- definition (254)
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- timeline (19)
- weblink (123)
Use the filters below to narrow your results.
'Belcher Canal (C-25) ' (1) ·
'Berrys Canal ' (1) ·
'Boynton Inlet ' (1) ·
'C-37 Canal ' (1) ·
'C-51 Canal ' (1) ·
'CANAL E-2-E(BOYN BC INT)' (1) ·
'CR 812 LANTANA RD ' (1) ·
'CR-3 ' (1) ·
'Deep Creek ' (1) ·
'S-135 Canal ' (1) ·
'SB I-95 To EB 706 ' (1) ·
'Sottile Canal ' (1) ·
'SR 91 TPK ' (1) ·
'Taylor Creek ' (1) ·
'Tomoka River ' (1) ·
'Tomoka River ' (1) ·
'Turkey Creek ' (1) ·
'Turnbull Creek ' (1) ·
Sottile Canal (1)
'CR708 125.4 ' (1) ·
'Haverhill Rd ' (1) ·
'I-95 ' (1) ·
'Juanita Ave. ' (1) ·
'Kings Highway ' (1) ·
'Palm Bay Library ' (1) ·
'Port Malabar Bl EB' (1) ·
'Port Malabar BL WB' (1) ·
'SR A1A ' (1) ·
'SR-404 WB ' (1) ·
'SR-44 ' (1) ·
'SR91 NB TPK 86.88 ' (1) ·
'SR91 NB TPK 91.26 ' (1) ·
'SR91 SB TPK 91.26 ' (1) ·
'SW Wood St. ' (1) ·
'US-1 NB ' (1) ·
'US-1 SB ' (1) ·
'US-17 ' (1) ·
'US-92 EB ' (1) ·
'US-92 WB ' (1) ·
'WB 706 To SB I-95 ' (1) ·
I-95 (1)
700079 (1) ·
700096 (1) ·
700155 (1) ·
704256 (1) ·
705910 (1) ·
705920 (1) ·
790002 (1) ·
790021 (1) ·
790086 (1) ·
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930376 (1) ·
930430 (1) ·
931002 (1) ·
931003 (1) ·
934295 (1) ·
940007 (1) ·
944017 (1)
'0.1 MILE WEST OF I-95 ' (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) ·
'10ft. E of Minton Road ' (1) ·
'2.1 M S OF LAKEWORTH INTR' (1) ·
'2.1MI S LAKEWORTH INTERCH' (1) ·
'6.2 MILES SOUTH OF SR-802' (1) ·
'A1A 2.5km North of SR 804' (1) ·
'I 95 SR 706 interchange ' (1) ·
'I-95 SB - Sottile Canal ' (1) ·
'S of Southrn/Haverhll Int' (1) ·
'SR-404 WB over CR-3 ' (1) ·
'SR-44 - Berrys Canal ' (1) ·
'US-1 NB - Turnbull Creek ' (1) ·
'US-1 SB - Turnbull Creek ' (1) ·
'US-17 over Deep Creek ' (1) ·
'US-92 EB -Tomoka River ' (1) ·
'US-92 WB-Tomoka River ' (1) ·
I-95 NB - Sottile Canal (1)
26313526 (1) ·
26324386 (1) ·
26352544 (1) ·
26352545 (1) ·
26403896 (1) ·
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80201872 (1) ·
80235687 (1) ·
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80393900 (1) ·
80401795 (1) ·
80513571 (1) ·
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80551845 (1) ·
81052615 (1) ·
81052672 (1) ·
81232561 (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 22 results in range #1 to #22.
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