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:
Direction 005e:
Features 006a:
'ATLANTIS WATERWAY ' (1) ·
'CANAL C-24 ' (1) ·
'CPB20 CANAL ' (1) ·
'Crane Creek ' (1) ·
'Danforth Creek ' (1) ·
'Drainage Ditch ' (1) ·
'E-3 CANAL ' (1) ·
'EL RIO (E-4) CANAL ' (1) ·
'El Rio Canal E-4 ' (1) ·
'Hillsboro Canal ' (1) ·
'Lake Ida / Canal E-4 ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD LAT 8 CANAL ' (1) ·
'PARK LATERAL CANAL ' (1) ·
'RELIEF CANAL ' (1) ·
'Seaboard Coastline RR ' (1) ·
'SWEETIE SLOUGH ' (1) ·
'Turkey Creek ' (1)
Critical 006b:
Facility 007:
'109TH STREET ' (1) ·
'ALLAMANDA BLVD. ' (1) ·
'Boynton Bch Blvd ' (1) ·
'Dubber Road ' (1) ·
'EB SR - 714 ' (1) ·
'French Avenue ' (1) ·
'GLADES CUTOFF ' (1) ·
'GOLDFINCH LANE ' (1) ·
'HOLLY DRIVE ' (1) ·
'KUDZA ROAD ' (1) ·
'LIGHTHOUSE DRIVE ' (1) ·
'LOWSON BOULEVARD ' (1) ·
'ORANGE TREE DR ' (1) ·
'PIONEER ROAD ' (1) ·
'Port Malabar Bl EB' (1) ·
'Private Road ' (1) ·
'SPARROW DRIVE ' (1) ·
'Spotted Fawn Way ' (1) ·
'SR-808 (Glades Rd)' (1) ·
'SW GREENRIDGE LANE' (1) ·
'WB Lake Worth Rd. ' (1)
Number 008:
704203 (1) ·
705601 (1) ·
705910 (1) ·
794006 (1) ·
884064 (1) ·
890134 (1) ·
894049 (1) ·
930237 (1) ·
930319 (1) ·
930328 (1) ·
930812 (1) ·
934221 (1) ·
934312 (1) ·
935001 (1) ·
935507 (1) ·
937001 (1) ·
937002 (1) ·
937003 (1) ·
937354 (1) ·
937360 (1) ·
940069 (1)
Location 009:
'0.10 MI S of BURNS ROAD ' (1) ·
'0.1MI N OF CLUBHOUSE BLVD' (1) ·
'0.1MI N OF SANDPIPER AVE.' (1) ·
'0.2 MI W of CONGRESS AVE ' (1) ·
'0.2MI S of FOREST HILL BV' (1) ·
'0.3M W of ALT A1A(SR-811)' (1) ·
'0.3Mi W of Alt-A1A/SR-811' (1) ·
'0.3MI W OF RYL PALM BH BL' (1) ·
'0.3MI WEST OF CR-507 ' (1) ·
'0.6MI S of SW96 ST(CR76A)' (1) ·
'0.7 mi. W of I-95 ' (1) ·
'1.0 Mi E of Nob Hill Road' (1) ·
'1.4 miles east of I-95 ' (1) ·
'1.6 miles East of SR-507 ' (1) ·
'100 ft West of Ruffner Rd' (1) ·
'1mi. east of Jog Rd. ' (1) ·
'2 miles West of US-17 ' (1) ·
'2.5 mi East of TPK Exit ' (1) ·
'5.2MI S of CR-712 ' (1) ·
'82FT EAST OF SR-7 ' (1) ·
'At Lake Washington Rd ' (1)
Latitude 016:
26210580 (1) ·
26214420 (1) ·
26264610 (1) ·
26314090 (1) ·
26354425 (1) ·
26370912 (1) ·
26385460 (1) ·
26401668 (1) ·
26415887 (1) ·
26421675 (1) ·
26490539 (1) ·
26492346 (1) ·
26494723 (1) ·
27044705 (1) ·
27101997 (1) ·
27191320 (1) ·
27473810 (1) ·
28010115 (1) ·
28042875 (1) ·
28085200 (1) ·
28570842 (1)
Longitude 017:
80043826 (1) ·
80050391 (1) ·
80052354 (1) ·
80053044 (1) ·
80054787 (1) ·
80054930 (1) ·
80055088 (1) ·
80074786 (1) ·
80075828 (1) ·
80120806 (1) ·
80131759 (1) ·
80140096 (1) ·
80161483 (1) ·
80165951 (1) ·
80183914 (1) ·
80271215 (1) ·
80354573 (1) ·
80365044 (1) ·
80373635 (1) ·
80424100 (1) ·
81195603 (1)
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058:
Superstructure 059:
Substructure 060: (Click arrow to add another value)
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:
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 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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