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:
Status: (Click arrow to add another value)
County 003:
Place 004:
Direction 005e:
Features 006a:
'BUCCANEER CANAL ' (1) ·
'BUTTERFLY CANAL ' (1) ·
'CAMINO CANAL ' (1) ·
'CANAL E-4 ' (1) ·
'COLLIER CREEK ' (1) ·
'Crane Creek ' (1) ·
'Crane Creek Canal L-7 ' (1) ·
'E-3 CANAL ' (1) ·
'EL RIO CANAL ' (1) ·
'ELKCAM WATERWAY ' (1) ·
'FEC Railroad ' (1) ·
'FISHTAIL CANAL ' (1) ·
'HILLSBORO CANAL L-14 ' (1) ·
'HILLSBORO L-14 CANAL ' (1) ·
'HUNGERFORD CANAL ' (1) ·
'L.W.D.D. #10 ' (1) ·
'LAKE IDA CANAL ' (1) ·
'LWDD E-4 (EL RIO) CANAL ' (1) ·
'SFWMD C-15 CANAL ' (1)
Critical 006b:
Facility 007:
'AUDUBON BLVD. ' (1) ·
'BARBER STREET ' (1) ·
'BISCAYNE DRIVE ' (1) ·
'BRANT DR/CARL BOTT' (1) ·
'CAMINO GARDENS EB ' (1) ·
'CAMINO GARDENS WB ' (1) ·
'CR-707(Citrus Ave)' (1) ·
'CYPRESS WAY ' (1) ·
'DATE PALM RD ' (1) ·
'DATE PALM ROAD ' (1) ·
'DAVIS ROAD ' (1) ·
'Dubber Road ' (1) ·
'FLEMING STREET ' (1) ·
'Fountainhead Blvd.' (1) ·
'MISSION HILL ROAD ' (1) ·
'NW 20TH ST WB ' (1) ·
'NW 20TH ST. EB ' (1) ·
'NW 2ND ST ' (1) ·
'NW 5TH STREET ' (1) ·
'NW 7TH STREET ' (1) ·
'PERIWINKLE DRIVE ' (1) ·
'SW 18TH ST ' (1) ·
'SW 22ND WAY ' (1)
Number 008:
705601 (1) ·
705603 (1) ·
885601 (1) ·
885602 (1) ·
885604 (1) ·
885605 (1) ·
930030 (1) ·
930360 (1) ·
934420 (1) ·
934421 (1) ·
935201 (1) ·
935202 (1) ·
935203 (1) ·
935205 (1) ·
935209 (1) ·
935210 (1) ·
935218 (1) ·
935221 (1) ·
935305 (1) ·
935306 (1) ·
935501 (1) ·
935502 (1) ·
935750 (1) ·
937201 (1) ·
940047 (1)
Location 009:
'.2MI S of LINDELL BLVD ' (1) ·
'0.03Mi E of CYPRESS WAY ' (1) ·
'0.05 MI W of NW 4TH AVE ' (1) ·
'0.1 mi E of Wickham Road ' (1) ·
'0.1MI S of CAMINO GARDEN ' (1) ·
'0.2 MI W OF LINDELL BLVD ' (1) ·
'0.3MI N of 10TH AVE N ' (1) ·
'0.3MI N of CR 512 ' (1) ·
'0.3MI S of ROYAL PALM WAY' (1) ·
'0.3MI W OF OLD DIXIE HWY.' (1) ·
'0.4 MI W of SR-7 (US-441)' (1) ·
'0.4 MILE S OF ROYAL PALM ' (1) ·
'0.4M S OF ROYAL PALM ' (1) ·
'0.5 MI W OF HAVERHILL RD ' (1) ·
'0.5MI W of N DIXIE HWY ' (1) ·
'0.5MI W of N DIXIE HIGHWY' (1) ·
'1.1MI N of CR 512 ' (1) ·
'1.8MI N OF CR 510 ' (1) ·
'100 ft West of Ruffner Rd' (1) ·
'100FT E OF SOUTH LAKE DR ' (1) ·
'150 FT E of SW 10TH ST ' (1) ·
'150FT N OF JOYHAVEN DR ' (1) ·
'750FT W OF SR-7 (US-441) ' (1) ·
'Citrus Ave/FEC RR ' (1)
Latitude 016:
26192015 (1) ·
26192465 (1) ·
26193002 (1) ·
26194915 (1) ·
26202088 (1) ·
26202775 (1) ·
26202815 (1) ·
26212337 (1) ·
26221050 (1) ·
26221083 (1) ·
26252859 (1) ·
26254577 (1) ·
26294400 (1) ·
26302557 (1) ·
26373441 (1) ·
26375694 (1) ·
26411370 (1) ·
26411885 (1) ·
27263922 (1) ·
27453074 (1) ·
27455347 (1) ·
27474990 (1) ·
27475995 (1) ·
28042875 (1) ·
28070604 (1)
Longitude 017:
80044085 (1) ·
80044341 (1) ·
80045345 (1) ·
80050036 (1) ·
80050169 (1) ·
80050363 (1) ·
80050508 (1) ·
80054082 (1) ·
80054091 (1) ·
80054780 (1) ·
80054858 (1) ·
80054881 (1) ·
80054885 (1) ·
80055270 (1) ·
80055370 (1) ·
80074708 (1) ·
80192646 (1) ·
80283504 (1) ·
80290638 (1) ·
80291127 (1) ·
80293742 (1) ·
80373635 (1) ·
80401144 (1) ·
80401763 (1) ·
80402235 (1)
Owner 022: (Click arrow to add another value)
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
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 being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. (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) ·
N/A (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 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:
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