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:
'ATLANTIS WATERWAY ' (1) ·
'BRANCH OF ICWW ' (1) ·
'CANAL ' (1) ·
'CANAL C-24 ' (1) ·
'CR 712 (Midway Road) ' (1) ·
'CR-712 Midway Road ' (1) ·
'Crane Creek ' (1) ·
'Creek ' (1) ·
'EL RIO (E-4) CANAL ' (1) ·
'EL RIO CANAL ' (1) ·
'EPB CANAL C-3 ' (1) ·
'Hillsboro Canal ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'Lake Ida / Canal E-4 ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD LAT 8 CANAL ' (1) ·
'NORTH FORK ST LUCIE RVR ' (1) ·
'PARK LATERAL CANAL ' (1) ·
'RELIEF CANAL ' (1) ·
'Seaboard Coastline RR ' (1) ·
'US-17/92 ' (1)
Critical 006b:
Facility 007:
'109TH STREET ' (1) ·
'ALLAMANDA BLVD. ' (1) ·
'Boynton Bch Blvd ' (1) ·
'CR-712 (MIDWAY RD)' (1) ·
'Dubber Road ' (1) ·
'French Avenue ' (1) ·
'GLADES CUTOFF ' (1) ·
'HOLLY DRIVE ' (1) ·
'ISLAND DRIVE ' (1) ·
'JUPITER BEACH RD ' (1) ·
'KUDZA ROAD ' (1) ·
'LE CHALET BLVD ' (1) ·
'LIGHTHOUSE DRIVE ' (1) ·
'LINTON BLVD. ' (1) ·
'LOWSON BOULEVARD ' (1) ·
'NB I-95 (S.R. 9) ' (1) ·
'ORANGE TREE DR ' (1) ·
'Private Road ' (1) ·
'PROSPERITY FARMSRD' (1) ·
'SB I-95 (S.R. 9) ' (1) ·
'SR-472 ' (1) ·
'SR-A1A ' (1) ·
'SW 18TH ST ' (1)
Number 008:
700166 (1) ·
705601 (1) ·
790055 (1) ·
794006 (1) ·
884064 (1) ·
930237 (1) ·
930322 (1) ·
930812 (1) ·
934125 (1) ·
934135 (1) ·
934312 (1) ·
934487 (1) ·
935001 (1) ·
935218 (1) ·
935506 (1) ·
935507 (1) ·
937001 (1) ·
937002 (1) ·
937003 (1) ·
940035 (1) ·
940069 (1) ·
940111 (1) ·
940112 (1)
Location 009:
'0.03 MI W OF ANDREWS AVE ' (1) ·
'0.10 MI S of BURNS ROAD ' (1) ·
'0.1MI N OF CLUBHOUSE BLVD' (1) ·
'0.2 MI W of CONGRESS AVE ' (1) ·
'0.2MI E OF A1A ' (1) ·
'0.2MI EAST OF US-1 (SR-5)' (1) ·
'0.2MI S OF DONALD ROSS ' (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 OLD DIXIE HWY.' (1) ·
'0.3MI WEST OF CR-507 ' (1) ·
'0.7 mi. W of I-95 ' (1) ·
'0.8Mi W OF MILITARY TRAIL' (1) ·
'1.0 Mi E of Nob Hill Road' (1) ·
'100 ft West of Ruffner Rd' (1) ·
'1MI W of US-1 ' (1) ·
'2 miles east of SR-401 ' (1) ·
'2 miles West of US-17 ' (1) ·
'5.2MI S of CR-712 ' (1) ·
'I-95 over Midway Road ' (1) ·
'SR-472 over US-17/92 ' (1)
Latitude 016:
26194915 (1) ·
26210580 (1) ·
26262317 (1) ·
26264610 (1) ·
26281369 (1) ·
26314090 (1) ·
26331032 (1) ·
26354425 (1) ·
26385460 (1) ·
26490539 (1) ·
26492346 (1) ·
26494723 (1) ·
26524856 (1) ·
26561862 (1) ·
27191320 (1) ·
27222697 (1) ·
27222772 (1) ·
27222932 (1) ·
27473810 (1) ·
28042875 (1) ·
28233366 (1) ·
28570842 (1) ·
28582691 (1)
Longitude 017:
80033398 (1) ·
80035475 (1) ·
80042000 (1) ·
80043160 (1) ·
80043826 (1) ·
80050391 (1) ·
80052354 (1) ·
80053044 (1) ·
80054787 (1) ·
80054858 (1) ·
80055088 (1) ·
80075125 (1) ·
80075828 (1) ·
80165951 (1) ·
80203293 (1) ·
80243196 (1) ·
80243677 (1) ·
80271215 (1) ·
80363250 (1) ·
80365044 (1) ·
80373635 (1) ·
81175636 (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 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:
Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. (1) ·
N/A (1)
Inspect Date 090:
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 is scour critical; bridge foundations determined to be unstable for assessed or calculated scour conditions: Scour within limits of footing or piles. Scour below spread-footing base or pile tips. (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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