Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003:
Place 004:
None (1) ·
24387 (1) ·
54175 (1) ·
58725 (1) ·
77275 (1) ·
Boca Raton (1) ·
Boynton Beach (1) ·
Cape Canaveral (1) ·
Fort Pierce (1) ·
Lake Worth (1) ·
Merritt Island (1) ·
New Smyrna Beach (1) ·
North Palm Beach village (1) ·
Palm Beach (1) ·
Sebastian (1) ·
Stuart (1) ·
Vero Beach (1) ·
West Melbourne (1) ·
West Palm Beach (1)
Route 005d:
Features 006a:
'Barge Canal ' (1) ·
'Boca Inlet ' (1) ·
'C-24 CANAL ' (1) ·
'CANAL ' (1) ·
'CANAL C-24 ' (1) ·
'CANAL E-4 ' (1) ·
'CANAL N. END LAKE IDA ' (1) ·
'Drainage Ditch ' (1) ·
'ELKCAM WATERWAY ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'IWW Indian River ' (1) ·
'JOANN CANAL ' (1) ·
'Lake Worth Tide Relief' (1) ·
'LAKE IDA CANAL ' (1) ·
'LATERAL A CANAL ' (1) ·
'LATERAL A CANAL ' (1) ·
'MIAMI CANAL ' (1) ·
'NORTH CANAL ' (1) ·
'NORTH FORK ST LUCIE RVR ' (1) ·
'NORTH PALM BCH WATERWAY ' (1) ·
'NORTH RELIEF CANAL ' (1) ·
'RANGE LINE CANAL ' (1) ·
'RELIEF CANAL ' (1) ·
'Relief E.of North Bridge' (1) ·
'RIM DITCH CANAL C-24 ' (1) ·
'SEBASTIAN RIVER PRONG ' (1) ·
'Service Rd & Canal ' (1) ·
'SR 91 TPK ' (1) ·
'SR 91 TPK (STUART INT) ' (1) ·
'SR 91 TPK(OKEECH BV INT)' (1) ·
'St. Lucie River ' (1) ·
'TAYLOR CREEK CANAL-1 ' (1) ·
'TEN MILE CREEK ' (1)
Critical 006b:
Facility 007:
'53RD STREET ' (1) ·
'65TH ST. ' (1) ·
'A1A ' (1) ·
'CARLTON RD (CR613)' (1) ·
'CORKSCREW BLVD. ' (1) ·
'CR-505 ROSELAND RD' (1) ·
'CR-508 (69TH ST.) ' (1) ·
'CR-510 WABASSO RD ' (1) ·
'CR-619 82ND AVE. ' (1) ·
'CR-712 (MIDWAY RD)' (1) ·
'CR5A OLD DIXIE HWY' (1) ·
'CR611B(SELVITZ RD)' (1) ·
'CR712 MDWYRD 150.3' (1) ·
'CR712A (MCCARTY RD' (1) ·
'E. CAMINO REAL ' (1) ·
'EB Spanish Rvr Bvd' (1) ·
'INDIAN RIV BLVD NB' (1) ·
'INDIAN RIV BLVD SB' (1) ·
'KEEN RD (CR-611) ' (1) ·
'LIGHTHOUSE DRIVE ' (1) ·
'MISSION HILL ROAD ' (1) ·
'PERIWINKLE DRIVE ' (1) ·
'S. LAKE DRIVE ' (1) ·
'SAVONA BLVD. ' (1) ·
'Spotted Fawn Way ' (1) ·
'SR 707 (Dixie Hwy)' (1) ·
'SR-3 ' (1) ·
'SR-401 SB ' (1) ·
'SR-44 ' (1) ·
'SR-A1A ' (1) ·
'SR80(SouthernBlvd)' (1) ·
'SR91 NB TPK 142.2 ' (1) ·
'SR91 SB TPK 100.15' (1) ·
'SR91 SB TPK 134.32' (1) ·
'SR91 SB TPK 142.2 ' (1) ·
'SW 22ND WAY ' (1) ·
'WB Spanish River ' (1) ·
'WB SR 802 Lake Ave' (1) ·
'Willowood Drive ' (1)
Number 008:
Location 009:
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Lanes 028a: (Click arrow to add another value)
Traffic 029:
101 (1) ·
10200 (1) ·
10500 (1) ·
11100 (1) ·
134 (1) ·
13400 (1) ·
13888 (1) ·
14500 (1) ·
1550 (1) ·
15800 (1) ·
15900 (1) ·
1650 (1) ·
2000 (1) ·
211 (1) ·
2300 (1) ·
24317 (1) ·
250 (1) ·
300 (1) ·
3600 (1) ·
400 (1) ·
416 (1) ·
4483 (1) ·
4850 (1) ·
50 (1) ·
500 (1) ·
5500 (1) ·
5900 (1) ·
6960 (1) ·
7350 (1) ·
7400 (1) ·
800 (1) ·
8950 (1) ·
9100 (1) ·
936 (1)
Traffic Year 030: (Click arrow to add another value)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Deck 058: (Click arrow to add another value)
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) ·
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) ·
N/A (1)
Culvert 062:
Inspect Date 090:
Direction 102:
Rebuilt 106:
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 conditions; field review indicates action is required to protect exposed foundations (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 not over waterway. (1)
Future 114:
10236 (1) ·
1124 (1) ·
121 (1) ·
12752 (1) ·
12839 (1) ·
1388 (1) ·
15528 (1) ·
15788 (1) ·
17360 (1) ·
17697 (1) ·
18218 (1) ·
19258 (1) ·
232 (1) ·
23249 (1) ·
25158 (1) ·
2689 (1) ·
27413 (1) ·
27587 (1) ·
2863 (1) ·
300 (1) ·
3470 (1) ·
366 (1) ·
3991 (1) ·
4000 (1) ·
42189 (1) ·
50 (1) ·
500 (1) ·
600 (1) ·
694 (1) ·
7778 (1) ·
8352 (1) ·
8415 (1) ·
9543 (1)
Clearance 116:
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