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.
ObjectID:
12272 (1) ·
12276 (1) ·
12277 (1) ·
12279 (1) ·
12280 (1) ·
12281 (1) ·
12282 (1) ·
12283 (1) ·
12284 (1) ·
12287 (1) ·
13802 (1) ·
15866 (1) ·
15945 (1) ·
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16006 (1) ·
19211 (1) ·
19528 (1) ·
19532 (1) ·
19535 (1) ·
19536 (1) ·
19562 (1)
County 003:
Place 004:
Direction 005e:
Features 006a:
'C-24 Canal ' (1) ·
'CANAL ' (1) ·
'Canal C-46 ' (1) ·
'Canal C-47 ' (1) ·
'Canal C-48 ' (1) ·
'E-3 CANAL ' (1) ·
'EL RIO (E-4) CANAL ' (1) ·
'EL RIO CANAL ' (1) ·
'Konomac Canal ' (1) ·
'L.W.D.D. E-4 CANAL ' (1) ·
'LIPTOG CANAL ' (1) ·
'LWDD E-4 CANAL ' (1) ·
'Melb Tillman Canal 37 ' (1) ·
'N Fork Loxahatchee River' (1) ·
'RELIEF CANAL ' (1) ·
'RIO MAR BAY ' (1) ·
'Tillman Canal ' (1) ·
'Turkey Creek ' (1) ·
'WEST PALM BEACH CANAL ' (1)
Critical 006b:
Facility 007:
'ALLAMANDA BLVD. ' (1) ·
'AVENUE OF PGA ' (1) ·
'Aviation Ave. ' (1) ·
'BISCAYNE DRIVE ' (1) ·
'Briar Creek Blvd. ' (1) ·
'Brittan Avenue ' (1) ·
'Caballero Ave ' (1) ·
'CENTRE PARK BLVD. ' (1) ·
'CENTRE PK. DR. N. ' (1) ·
'Crosstown Parkway ' (1) ·
'Eldron Blvd ' (1) ·
'Eldron Blvd. ' (1) ·
'Fort Florida Road ' (1) ·
'HICKORY DRIVE ' (1) ·
'HIGHLAND GOLF CRSE' (1) ·
'INLET CAY DR. ' (1) ·
'KELLER ROAD ' (1) ·
'LOWSON BOULEVARD ' (1) ·
'Malabar Rd ' (1) ·
'NW 7TH STREET ' (1) ·
'OLD GERMANTOWN RD ' (1) ·
'PINE RIDGE WAY ' (1) ·
'Port Malabar Bl EB' (1) ·
'Quantum Blvd. ' (1) ·
'SABLE ISLAND DRIVE' (1) ·
'TEQUESTA DRIVE ' (1) ·
'VETERANS WALK ' (1) ·
'VILLAGE BLVD (NB) ' (1) ·
'VILLAGE BLVD (SB) ' (1)
Number 008:
705500 (1) ·
705907 (1) ·
705908 (1) ·
705910 (1) ·
705913 (1) ·
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705953 (1) ·
794162 (1) ·
885808 (1) ·
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937715 (1) ·
937716 (1) ·
945274 (1)
Location 009:
'.25 Mi E of AUSTRALIAN ' (1) ·
'.2MI E OF HOMEWOOD ROAD ' (1) ·
'0.04Mi W OF A1A ' (1) ·
'0.05 MI W of NW 4TH AVE ' (1) ·
'0.1 mi E of Minton Rd ' (1) ·
'0.1 MI S of PGA BLVD ' (1) ·
'0.10 MI S of BURNS ROAD ' (1) ·
'0.19Mi. E of Congress Ave' (1) ·
'0.2 Mi East of Australian' (1) ·
'0.2 mi S of Cocoa Street ' (1) ·
'0.2 mi S of Jupiter Blvd ' (1) ·
'0.2 MI W OF A1A ' (1) ·
'0.2 MI W of CONGRESS AVE ' (1) ·
'0.2 MI W of I-95 ' (1) ·
'0.4 MI W OF CONGRESS AVE ' (1) ·
'0.5 mi N of Malabar Rd. ' (1) ·
'0.5 mi N of Malabar Road ' (1) ·
'0.5 MI W OF HAVERHILL RD ' (1) ·
'0.6 mi S of Pt Malabar Bl' (1) ·
'0.7 Mi. West of I-95 ' (1) ·
'1.0Mi. S of Malabar Rd NE' (1) ·
'1.2MI. W of US-1 ' (1) ·
'1.5 Mi S of Malabar Rd. ' (1) ·
'1.6 miles East of SR-507 ' (1) ·
'2.0Mi. S of Malabar Rd NE' (1) ·
'2.2 mi West of US-17/92 ' (1) ·
'2Mi S of 45TH ST CR-702 ' (1) ·
'50FT W OF VILLAGE BLVD ' (1) ·
'INSIDE RIVERSIDE PARK ' (1)
Latitude 016:
26212337 (1) ·
26260295 (1) ·
26264610 (1) ·
26270705 (1) ·
26315908 (1) ·
26322144 (1) ·
26325650 (1) ·
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26413718 (1) ·
26414389 (1) ·
26433224 (1) ·
26440062 (1) ·
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26494723 (1) ·
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27174000 (1) ·
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27590359 (1) ·
27595668 (1) ·
28002252 (1) ·
28002288 (1) ·
28003795 (1) ·
28010115 (1) ·
28515436 (1)
Longitude 017:
80024971 (1) ·
80025576 (1) ·
80041853 (1) ·
80041919 (1) ·
80042221 (1) ·
80043826 (1) ·
80051020 (1) ·
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80074708 (1) ·
80220390 (1) ·
80253500 (1) ·
80354573 (1) ·
80355219 (1) ·
80393940 (1) ·
80394165 (1) ·
80394182 (1) ·
80394642 (1) ·
80400209 (1) ·
80400429 (1) ·
80401484 (1) ·
80401800 (1) ·
81205307 (1)
Owner 022: (Click arrow to add another value)
Built 027:
Traffic 029:
Traffic Year 030: (Click arrow to add another value)
Service On 042a:
Service Under 042b:
Kind 043a: (Click arrow to add another value)
Type 043b:
Length 049:
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) ·
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)
Culvert 062:
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 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:
1041 (1) ·
10625 (1) ·
121 (1) ·
1249 (1) ·
13132 (1) ·
1379 (1) ·
1388 (1) ·
1612 (1) ·
1665 (1) ·
20 (1) ·
2000 (1) ·
20300 (1) ·
2082 (1) ·
2091 (1) ·
2603 (1) ·
30710 (1) ·
3600 (1) ·
508 (1) ·
5205 (1) ·
5420 (1) ·
600 (1) ·
6812 (1) ·
694 (1) ·
7000 (1) ·
7032 (1) ·
7279 (1) ·
731 (1) ·
763 (1) ·
828 (1)
Clearance 116:
Showing below up to 31 results in range #1 to #31.
