Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- Waterbody (27)
- bridge (13)
- bridge data (1468)
- definition (254)
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- repository (98)
- timeline (19)
- weblink (123)
Use the filters below to narrow your results.
ObjectID:
Status: (Click arrow to add another value)
County 003:
Place 004:
None (1) ·
30975 (1) ·
54175 (1) ·
58725 (1) ·
74625 (1) ·
77275 (1) ·
Boca Raton (1) ·
Boynton Beach (1) ·
Cape Canaveral (1) ·
Cocoa (1) ·
DeBary (1) ·
Greenacres City (1) ·
Indian Harbour Beach (1) ·
Jupiter (1) ·
Jupiter Inlet Colony (1) ·
Lake Park (1) ·
Melbourne (1) ·
New Smyrna Beach (1) ·
Ormond Beach (1) ·
Palm Beach (1) ·
Port Orange (1) ·
Riviera Beach (1) ·
South Daytona (1) ·
Stuart (1) ·
Vero Beach (1) ·
West Palm Beach (1)
Route 005d:
Direction 005e:
Features 006a:
'BESSEY CREEK ' (1) ·
'BRANCH OF ICWW ' (1) ·
'CANAL N. END LAKE IDA ' (1) ·
'Eau Gallie River ' (1) ·
'Elbow Creek ' (1) ·
'GARDEN CANAL ' (1) ·
'Halifax River ' (1) ·
'HUNGRYLAND CANAL C-18 ' (1) ·
'I-4 ' (1) ·
'Indian River ' (1) ·
'Indian River Relief ' (1) ·
'Intracoastal Waterway ' (1) ·
'IWW Halifax River ' (1) ·
'IWW Indian River ' (1) ·
'JOANN CANAL ' (1) ·
'Lake Worth Tide Relief' (1) ·
'LAT CANAL (LK WORTH INT)' (1) ·
'LATERAL A CANAL ' (1) ·
'LATERAL CANAL ' (1) ·
'MIAMI CANAL ' (1) ·
'NORTH CANAL ' (1) ·
'Padgett Creek ' (1) ·
'PHIPP CANAL ' (1) ·
'RANGE LINE CANAL ' (1) ·
'Reed Canal ' (1) ·
'RIM DITCH CANAL C-24 ' (1) ·
'SEBASTIAN RIVER PRONG ' (1) ·
'Service Rd & Canal ' (1) ·
'SR 710 & SCL RR ' (1) ·
'SR 808 GLADES RD ' (1) ·
'SR 91 TPK ' (1) ·
'SR 91 TPK(OKEECH BV INT)' (1) ·
'St. Johns River ' (1) ·
'St. Lucie River ' (1) ·
'Tomoka River ' (1) ·
'Turkey Creek ' (1)
Critical 006b:
Facility 007:
Number 008:
Location 009:
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
101 (1) ·
10200 (1) ·
106800 (1) ·
13300 (1) ·
134 (1) ·
13400 (1) ·
13888 (1) ·
14500 (1) ·
15250 (1) ·
15300 (1) ·
15800 (1) ·
24317 (1) ·
25000 (1) ·
26500 (1) ·
283 (1) ·
30000 (1) ·
30500 (1) ·
35500 (1) ·
4 (1) ·
400 (1) ·
4000 (1) ·
416 (1) ·
44400 (1) ·
46500 (1) ·
46600 (1) ·
47500 (1) ·
4850 (1) ·
500 (1) ·
52000 (1) ·
55000 (1) ·
5900 (1) ·
6363 (1) ·
68700 (1) ·
6960 (1) ·
7400 (1) ·
8250 (1) ·
8950 (1) ·
9100 (1)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
108 (1) ·
110 (1) ·
111 (1) ·
14 (1) ·
148 (1) ·
17 (1) ·
18 (1) ·
20 (1) ·
214 (1) ·
229 (1) ·
23 (1) ·
24 (1) ·
27 (1) ·
372 (1) ·
375 (1) ·
397 (1) ·
412 (1) ·
42 (1) ·
44 (1) ·
47 (1) ·
50 (1) ·
515 (1) ·
52 (1) ·
53 (1) ·
602 (1) ·
610 (1) ·
67 (1) ·
68 (1) ·
709 (1) ·
73 (1) ·
746 (1) ·
78 (1) ·
82 (1) ·
90 (1) ·
96 (1) ·
98 (1)
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 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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (1)
Culvert 062:
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 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) ·
119194 (1) ·
12839 (1) ·
14314 (1) ·
15528 (1) ·
15788 (1) ·
17360 (1) ·
17697 (1) ·
185298 (1) ·
200 (1) ·
23076 (1) ·
232 (1) ·
23249 (1) ·
25158 (1) ·
26459 (1) ·
26546 (1) ·
27413 (1) ·
342 (1) ·
42189 (1) ·
43375 (1) ·
45978 (1) ·
52050 (1) ·
52918 (1) ·
6 (1) ·
600 (1) ·
61592 (1) ·
694 (1) ·
6940 (1) ·
7636 (1) ·
77034 (1) ·
80678 (1) ·
80851 (1) ·
82412 (1) ·
8352 (1) ·
8415 (1) ·
90220 (1) ·
95425 (1)
Clearance 116:
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