Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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ObjectID:
County 003:
Place 004:
None (1) ·
35550 (1) ·
Belle Glade (1) ·
Boynton Beach (1) ·
Fort Pierce (1) ·
Greenacres City (1) ·
Highland Beach (1) ·
Lake Clarke Shores (1) ·
Lake Worth (1) ·
Merritt Island (1) ·
New Smyrna Beach (1) ·
Ocean Ridge (1) ·
Pahokee (1) ·
Palm Beach Gardens (1) ·
Royal Palm Beach village (1) ·
Stuart (1) ·
Vero Beach (1) ·
West Melbourne (1) ·
West Palm Beach (1)
Direction 005e:
Features 006a:
'BOYNTON CANAL C-16 ' (1) ·
'Cabana Colony Circle ' (1) ·
'CANAL ' (1) ·
'CANAL E-1 ' (1) ·
'Cnl.Trib. to Turnbull Ck' (1) ·
'CYPRESS CREEK ' (1) ·
'Drainage Ditch ' (1) ·
'E 3.5 AIRPORT CANAL ' (1) ·
'E-3 CANAL ' (1) ·
'HYPOLUXO ISLAND LAGOON ' (1) ·
'LAKE CLARKE CHANNEL ' (1) ·
'LATERAL E DRAIN CANAL ' (1) ·
'LWDD CANAL L-9 ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD E-2 W ' (1) ·
'LWDD E-3 Canal ' (1) ·
'Moore's Creek ' (1) ·
'Nav. Banana River Canal ' (1) ·
'PAHOKEE DRAIN CANAL M-2 ' (1) ·
'RELIEF CANAL ' (1) ·
'ROEBUCK CREEK ' (1) ·
'SFC DIST CANAL NO 1 ' (1) ·
'SHAWANO DRAINAGE DITCH ' (1) ·
'Sykes Creek ' (1) ·
'Thompson River ' (1) ·
'Trib To Turnbull Creek ' (1) ·
'WEST PALM BEACH CANAL ' (1) ·
'Yacht Club Cut ' (1) ·
Sawgrass Creek (1)
Critical 006b:
Facility 007:
'27TH STREET ' (1) ·
'ARMONE PLACE ' (1) ·
'BEL LIDO DRIVE ' (1) ·
'BOBWHITE ROAD ' (1) ·
'BROWNS FARM/CR-827' (1) ·
'BUCKSKIN TRAIL ' (1) ·
'CENTRE PARK BLVD. ' (1) ·
'CHERRY ROAD ' (1) ·
'DONALD ROSS RD EB ' (1) ·
'DONALD ROSS RD WB ' (1) ·
'EAST OCEAN AVE. ' (1) ·
'Fifth Street ' (1) ·
'Gateway Blvd. ' (1) ·
'Girard Blvd. ' (1) ·
'GOLDFINCH LANE ' (1) ·
'HARRIS RD ' (1) ·
'HATTON HIGHWAY ' (1) ·
'LA MANCHA AVE. ' (1) ·
'Lantana Road ' (1) ·
'LAWRENCE ROAD ' (1) ·
'LINTON BLVD ' (1) ·
'LOCKS ROAD ' (1) ·
'MEDITERRANEAN RD ' (1) ·
'Military Trail ' (1) ·
'PALOMINO DRIVE ' (1) ·
'PIONEER ROAD ' (1) ·
'PIPER'S GLEN ROAD ' (1) ·
'PONCE DE LEON ST ' (1) ·
'Prosperity Farms R' (1) ·
'RAVEN COURT ' (1) ·
'Richland Ave ' (1) ·
'ROYAL PALM BCH BLV' (1) ·
'ROYAL PLM BH BL NB' (1) ·
'ROYAL PLM BH BL SB' (1) ·
'US-1 (SR-5) ' (1) ·
'WEST LAKE DRIVE ' (1) ·
'Williams Road ' (1) ·
'Willowood Drive ' (1) ·
US-192 WB (1)
Number 008:
Location 009:
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
1040 (1) ·
1051 (1) ·
1052 (1) ·
1091 (1) ·
1200 (1) ·
1227 (1) ·
1390 (1) ·
1440 (1) ·
14600 (1) ·
1550 (1) ·
15700 (1) ·
160 (1) ·
1600 (1) ·
18700 (1) ·
200 (1) ·
22000 (1) ·
25000 (1) ·
28000 (1) ·
28140 (1) ·
3025 (1) ·
34500 (1) ·
3600 (1) ·
400 (1) ·
4320 (1) ·
4400 (1) ·
50 (1) ·
500 (1) ·
555 (1) ·
600 (1) ·
607 (1) ·
7200 (1) ·
7850 (1)
Service On 042a:
Service Under 042b:
Kind 043a: (Click arrow to add another value)
Type 043b:
Length 049: (Click arrow to add another value)
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) ·
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:
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 assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles by assessment, 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 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 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:
12492 (1) ·
1272 (1) ·
1320 (1) ·
1419 (1) ·
1500 (1) ·
1728 (1) ·
1735 (1) ·
1737 (1) ·
1800 (1) ·
18840 (1) ·
192 (1) ·
2000 (1) ·
250 (1) ·
25331 (1) ·
2603 (1) ·
26400 (1) ·
32445 (1) ·
4320 (1) ·
43375 (1) ·
48580 (1) ·
48823 (1) ·
50 (1) ·
5184 (1) ·
5205 (1) ·
59858 (1) ·
600 (1) ·
6246 (1) ·
694 (1) ·
704 (1) ·
720 (1) ·
7634 (1) ·
963 (1) ·
9812 (1)
Clearance 116:
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