Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003:
Place 004:
None (1) ·
74625 (1) ·
Belle Glade (1) ·
Boca Raton (1) ·
Boynton Beach (1) ·
Cape Canaveral (1) ·
DeBary (1) ·
Delray Beach (1) ·
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Jupiter Inlet Colony (1) ·
Lake Worth (1) ·
Lantana (1) ·
Melbourne (1) ·
Merritt Island (1) ·
North Palm Beach village (1) ·
Ormond Beach (1) ·
Riviera Beach (1) ·
Sebastian (1) ·
Stuart (1) ·
Titusville (1) ·
Vero Beach (1)
Route 005d:
Direction 005e:
Features 006a:
'Banana River ' (1) ·
'Barge Canal ' (1) ·
'BRANCH OF ICWW ' (1) ·
'CANAL E-4 ' (1) ·
'CANAL N. END LAKE IDA ' (1) ·
'Eau Gallie River ' (1) ·
'El Rio Canal E-4 ' (1) ·
'Elbow Creek ' (1) ·
'ELKCAM WATERWAY ' (1) ·
'GARDEN CANAL ' (1) ·
'HILLSBORO L-14 CANAL ' (1) ·
'HUNGRYLAND CANAL C-18 ' (1) ·
'Indian River ' (1) ·
'Intracoastal Waterway ' (1) ·
'JOANN CANAL ' (1) ·
'L-5 Canal ' (1) ·
'LAKE IDA CANAL ' (1) ·
'LATERAL A CANAL ' (1) ·
'LATERAL CANAL ' (1) ·
'Loxahatchee River ' (1) ·
'LWDD LAT CANAL 17 ' (1) ·
'MIAMI CANAL ' (1) ·
'NORTH CANAL ' (1) ·
'Padgett Creek ' (1) ·
'RANGE LINE CANAL ' (1) ·
'SEBASTIAN RIVER PRONG ' (1) ·
'St. Johns River ' (1) ·
'St. Lucie River ' (1) ·
'Tide Relief Canal ' (1) ·
'Tomoka River ' (1) ·
'Turkey Creek ' (1) ·
INDIAN RIVER (1) ·
Indian River ICW (1)
Critical 006b:
Facility 007:
'21ST ST SW ' (1) ·
'53RD STREET ' (1) ·
'61ST./PECAN GROVE ' (1) ·
'CAMINO GARDENS BL ' (1) ·
'CONGRESS AVE NB ' (1) ·
'CORKSCREW BLVD. ' (1) ·
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'CR-508 (69TH ST.) ' (1) ·
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'I-4 EB ' (1) ·
'I-4 WB ' (1) ·
'INDIAN RIV BLVD NB' (1) ·
'INDIAN RIV BLVD SB' (1) ·
'JUPITER ISLAND PK ' (1) ·
'LINTON BLVD. ' (1) ·
'MISSION HILL ROAD ' (1) ·
'NB US-27 SR-25 ' (1) ·
'PERIWINKLE DRIVE ' (1) ·
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'SR 707 (Dixie Hwy)' (1) ·
'SR A1A ' (1) ·
'SR-3 ' (1) ·
'SR-40 WB ' (1) ·
'SR-46 ' (1) ·
'SR-510 Wabasso Rd ' (1) ·
'SR-510(Wabasso Rd)' (1) ·
'SR-528 ' (1) ·
'SR-808 (Glades Rd)' (1) ·
'SR-811 (Alt A-1-A)' (1) ·
'SR-A1A ' (1) ·
'SR91 N/S TPK 115.5' (1) ·
'SW 22ND WAY ' (1) ·
'US-1 ' (1) ·
'WB SR 802 Lake Ave' (1) ·
NASA CAUSEWAY EB (1) ·
NASA CAUSEWAY WB (1) ·
SR-518 (1)
Number 008:
Location 009:
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
101 (1) ·
13300 (1) ·
134 (1) ·
14500 (1) ·
15250 (1) ·
15300 (1) ·
19500 (1) ·
20500 (1) ·
22500 (1) ·
250 (1) ·
26500 (1) ·
3550 (1) ·
35500 (1) ·
39000 (1) ·
4 (1) ·
400 (1) ·
4050 (1) ·
416 (1) ·
43000 (1) ·
46500 (1) ·
47500 (1) ·
500 (1) ·
52000 (1) ·
55000 (1) ·
5900 (1) ·
6363 (1) ·
6500 (1) ·
6700 (1) ·
6960 (1) ·
7350 (1) ·
7400 (1) ·
9100 (1) ·
936 (1) ·
9700 (1)
Service On 042a:
Service Under 042b: (Click arrow to add another value)
Kind 043a:
Type 043b:
Length 049:
Width 052:
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 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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (1)
Inspect Date 090: (Click arrow to add another value)
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 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)
Future 114:
None (1) ·
10236 (1) ·
1124 (1) ·
121 (1) ·
12752 (1) ·
12839 (1) ·
15788 (1) ·
16830 (1) ·
200 (1) ·
23076 (1) ·
232 (1) ·
25158 (1) ·
26400 (1) ·
26459 (1) ·
26546 (1) ·
300 (1) ·
33832 (1) ·
39038 (1) ·
45978 (1) ·
5062 (1) ·
6 (1) ·
600 (1) ·
6159 (1) ·
61592 (1) ·
67665 (1) ·
694 (1) ·
74605 (1) ·
7636 (1) ·
80678 (1) ·
82412 (1) ·
8352 (1) ·
90220 (1) ·
95425 (1)
Clearance 116:
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