Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- definition (254)
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'Belcher Canal (C-25) ' (1) ·
'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) ·
'Deep Creek ' (1) ·
'MAIN RELIEF CANAL ' (1) ·
'S-135 Canal ' (1) ·
'Sottile Canal ' (1) ·
'Taylor Creek ' (1) ·
'Tomoka River ' (1) ·
'Tomoka River ' (1) ·
'Turkey Creek ' (1) ·
'Turnbull Creek ' (1) ·
Sottile Canal (1)
Critical 006b:
Facility 007:
'53RD STREET ' (1) ·
'CR-611 43RD AVE. ' (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-44 ' (1) ·
'SR91 NB TPK 86.88 ' (1) ·
'SW Wood St. ' (1) ·
'US-1 NB ' (1) ·
'US-1 SB ' (1) ·
'US-17 ' (1) ·
'US-92 EB ' (1) ·
'US-92 WB ' (1) ·
I-95 (1)
Number 008:
700096 (1) ·
700155 (1) ·
704256 (1) ·
705910 (1) ·
705920 (1) ·
790002 (1) ·
790021 (1) ·
790086 (1) ·
790097 (1) ·
790149 (1) ·
790217 (1) ·
884056 (1) ·
890800 (1) ·
930061 (1) ·
930430 (1) ·
934295 (1) ·
940007 (1) ·
940068 (1) ·
944017 (1)
Location 009:
'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) ·
'250ft North of SR-60 ' (1) ·
'6.2 MILES SOUTH OF SR-802' (1) ·
'A1A 2.5km North of SR 804' (1) ·
'I-95 SB - Sottile Canal ' (1) ·
'S of Southrn/Haverhll Int' (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)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b: (Click arrow to add another value)
Kind 043a:
Type 043b:
Length 049: (Click arrow to add another value)
Width 052:
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061:
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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (1)
Culvert 062:
Inspect Date 090:
Direction 102:
Deck Type 107:
Scour 113:
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 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)
Future 114:
Clearance 116:
Showing below up to 19 results in range #1 to #19.
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