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:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'BUCCANEER CANAL ' (1) ·
'BUTTERFLY CANAL ' (1) ·
'C-24 Canal ' (1) ·
'CAMINO CANAL ' (1) ·
'CANAL ' (1) ·
'E-3 CANAL ' (1) ·
'EARMAN RIVER CANAL C-17 ' (1) ·
'EL RIO (E-4) CANAL ' (1) ·
'EL RIO CANAL ' (1) ·
'FISHTAIL CANAL ' (1) ·
'GARDEN CANAL ' (1) ·
'HUNGERFORD CANAL ' (1) ·
'L.W.D.D. E-4 CANAL ' (1) ·
'LWDD E-4 CANAL ' (1) ·
'N Fork Loxahatchee River' (1) ·
'RELIEF CANAL ' (1)
Critical 006b:
Facility 007:
'ALLAMANDA BLVD. ' (1) ·
'AUDUBON BLVD. ' (1) ·
'AVENUE OF PGA ' (1) ·
'BISCAYNE DRIVE ' (1) ·
'CAMINO GARDENS BL ' (1) ·
'CAMINO GARDENS BLV' (1) ·
'CAMINO GARDENS EB ' (1) ·
'CAMINO GARDENS WB ' (1) ·
'Crosstown Parkway ' (1) ·
'CYPRESS WAY ' (1) ·
'DATE PALM RD ' (1) ·
'DATE PALM ROAD ' (1) ·
'HICKORY DRIVE ' (1) ·
'HIGHLAND GOLF CRSE' (1) ·
'HOLLY DRIVE ' (1) ·
'INLET CAY DR. ' (1) ·
'KELLER ROAD ' (1) ·
'LOWSON BOULEVARD ' (1) ·
'MAC ARTHUR BLVD ' (1) ·
'NW 7TH STREET ' (1) ·
'OLD GERMANTOWN RD ' (1) ·
'Quantum Blvd. ' (1) ·
'SABLE ISLAND DRIVE' (1) ·
'TEQUESTA DRIVE ' (1)
Number 008:
934482 (1) ·
935201 (1) ·
935202 (1) ·
935203 (1) ·
935205 (1) ·
935206 (1) ·
935207 (1) ·
935209 (1) ·
935210 (1) ·
935221 (1) ·
935502 (1) ·
935507 (1) ·
935508 (1) ·
935750 (1) ·
936350 (1) ·
936375 (1) ·
936654 (1) ·
936655 (1) ·
936776 (1) ·
937000 (1) ·
937002 (1) ·
937003 (1) ·
937005 (1) ·
937006 (1) ·
945274 (1)
Location 009:
'.2MI E OF HOMEWOOD ROAD ' (1) ·
'0.03Mi E of CYPRESS WAY ' (1) ·
'0.04Mi W OF A1A ' (1) ·
'0.05 MI W of NW 4TH AVE ' (1) ·
'0.1 MI S of LIGHTHOUSE DR' (1) ·
'0.1 MI S of PGA BLVD ' (1) ·
'0.10 MI S of BURNS ROAD ' (1) ·
'0.19Mi. E of Congress Ave' (1) ·
'0.1MI E of SW 9TH AVE ' (1) ·
'0.1MI S of CAMINO GARDEN ' (1) ·
'0.2 MI W OF A1A ' (1) ·
'0.2 MI W of CONGRESS AVE ' (1) ·
'0.2 MI W of I-95 ' (1) ·
'0.2 MI W OF LINDELL BLVD ' (1) ·
'0.2 MILE E OF SW 9TH AVE ' (1) ·
'0.3MI S of ROYAL PALM WAY' (1) ·
'0.3Mi W of Alt-A1A/SR-811' (1) ·
'0.4 MI W OF CONGRESS AVE ' (1) ·
'0.4 MILE S OF ROYAL PALM ' (1) ·
'0.4M S OF ROYAL PALM ' (1) ·
'0.5 MI W OF HAVERHILL RD ' (1) ·
'0.7 Mi. West of I-95 ' (1) ·
'1.2MI. W of US-1 ' (1)
Latitude 016:
26192015 (1) ·
26192465 (1) ·
26193002 (1) ·
26201913 (1) ·
26202088 (1) ·
26202500 (1) ·
26202775 (1) ·
26202815 (1) ·
26212337 (1) ·
26254577 (1) ·
26260295 (1) ·
26264610 (1) ·
26270705 (1) ·
26315908 (1) ·
26322144 (1) ·
26325650 (1) ·
26373441 (1) ·
26381073 (1) ·
26490130 (1) ·
26492346 (1) ·
26494723 (1) ·
26501040 (1) ·
26501044 (1) ·
26572884 (1) ·
27174000 (1)
Longitude 017:
80024971 (1) ·
80025576 (1) ·
80041919 (1) ·
80043826 (1) ·
80050036 (1) ·
80050169 (1) ·
80050363 (1) ·
80050508 (1) ·
80051020 (1) ·
80051210 (1) ·
80053044 (1) ·
80054787 (1) ·
80054881 (1) ·
80054885 (1) ·
80055270 (1) ·
80055370 (1) ·
80055723 (1) ·
80060114 (1) ·
80060914 (1) ·
80061282 (1) ·
80064587 (1) ·
80071574 (1) ·
80074708 (1) ·
80253500 (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:
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:
Inspect Date 090: (Click arrow to add another value)
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)
Future 114:
Future Year 115:
Clearance 116:
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