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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- weblink (123)
Use the filters below to narrow your results.
ObjectID:
Status: (Click arrow to add another value)
County 003:
Place 004:
Route 005d:
Features 006a:
'Australian Avenue ' (1) ·
'Belcher Canal (C-25) ' (1) ·
'BELCHER CANAL C-25 ' (1) ·
'Boynton Inlet ' (1) ·
'C-37 Canal ' (1) ·
'CANAL E-2-E(BOYN BC INT)' (1) ·
'CR 812 LANTANA RD ' (1) ·
'MAIN RELIEF CANAL ' (1) ·
'S-135 Canal ' (1) ·
'SB I-95 To EB 706 ' (1) ·
'Sottile Canal ' (1) ·
'Taylor Creek ' (1) ·
'Turkey Creek ' (1) ·
Sottile Canal (1)
Critical 006b:
Facility 007:
'53RD STREET ' (1) ·
'CR-611 43RD AVE. ' (1) ·
'I 95 to PBIA Ramp ' (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) ·
'SR91 NB TPK 86.88 ' (1) ·
'SR91 NB TPK 91.26 ' (1) ·
'SR91 SB TPK 91.26 ' (1) ·
'SW Wood St. ' (1) ·
'WB 706 To SB I-95 ' (1) ·
I-95 (1)
Number 008:
700096 (1) ·
700155 (1) ·
704256 (1) ·
705910 (1) ·
705920 (1) ·
884056 (1) ·
890800 (1) ·
930061 (1) ·
930376 (1) ·
930430 (1) ·
930479 (1) ·
931002 (1) ·
931003 (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) ·
'2.1 M S OF LAKEWORTH INTR' (1) ·
'2.1MI S LAKEWORTH INTERCH' (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 SR 706 interchange ' (1) ·
'I-95 SB - Sottile Canal ' (1) ·
'PBIA/I-95 Interchange ' (1) ·
I-95 NB - Sottile Canal (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049: (Click arrow to add another value)
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) ·
N/A (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 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)
Future 114:
Clearance 116:
Showing below up to 16 results in range #1 to #16.
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