Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'Beamer's Canal ' (1) ·
'C-17 CANAL ' (1) ·
'CPB20 CANAL ' (1) ·
'Danforth Creek ' (1) ·
'Drainage Ditch ' (1) ·
'E-3 Canal ' (1) ·
'EL RIO CANAL ' (1) ·
'El Rio Canal E-4 ' (1) ·
'HILLSBORO CANAL L-14 ' (1) ·
'I 95 SR 9 ' (1) ·
'I-4 ' (1) ·
'I-4 EB Ramp B ' (1) ·
'I-95 ' (1) ·
'I-95 (SR-9) ' (1) ·
'Indian River ' (1) ·
'Indian River IWW ' (1) ·
'Indian River Relief ' (1) ·
'Intracoastal Waterway ' (1) ·
'KELLER CANAL E-4 ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'Nova Canal ' (1) ·
'OCEAN CANAL L-13 ' (1) ·
'PGA Blvd SR 786 ' (1) ·
'RELIEF CANAL ' (1) ·
'SR 786 PGA Blvd ' (1) ·
'SR-520 ' (1) ·
'SR-524 ' (1) ·
'SR-70 (Okeechobee Rd.) ' (1) ·
'St Johns River Relief ' (1) ·
'SWEETIE SLOUGH ' (1) ·
'Turkey Creek ' (1) ·
'US-92 ' (1)
Critical 006b:
Facility 007:
'10TH AVE. NORTH ' (1) ·
'45TH STREET ' (1) ·
'EB PGA Blvd. ' (1) ·
'EB SR - 714 ' (1) ·
'EB SR 704 ' (1) ·
'GOLDFINCH LANE ' (1) ·
'I 95 NB SR 9 ' (1) ·
'I-4 EB ' (1) ·
'I-4 Ramp ' (1) ·
'I-4 WB ' (1) ·
'I-95 ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'NB SR-9 (I-95) ' (1) ·
'PALMETTO PK RD EB ' (1) ·
'PALMETTO PK RD WB ' (1) ·
'PIONEER ROAD ' (1) ·
'Port Malabar Bl EB' (1) ·
'SAM SENTER RD ' (1) ·
'SB I 95 SR 9 ' (1) ·
'SB SR-9 ( I-95) ' (1) ·
'SE 7TH STREET ' (1) ·
'SPARROW DRIVE ' (1) ·
'Spotted Fawn Way ' (1) ·
'SR-400 ' (1) ·
'SR-520 ' (1) ·
'SR-520 WB ' (1) ·
'SR-808 (Glades Rd)' (1) ·
'SR519NB(Fiske Blv)' (1) ·
'SR519SB(Fiske Blv)' (1) ·
'SR806 Atlantic Ave' (1) ·
'SUNSET TRAIL ' (1) ·
'SW GREENRIDGE LANE' (1) ·
'Tomoka Farms Rd. ' (1) ·
'US-192 ' (1) ·
'US-192 WB ' (1) ·
'W/B S.R. 704 ' (1) ·
'WB Lake Worth Rd. ' (1) ·
'West Atlantic Ave.' (1)
Number 008:
Location 009:
Latitude 016:
Longitude 017:
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
100 (1) ·
1050 (1) ·
12750 (1) ·
17000 (1) ·
17750 (1) ·
18500 (1) ·
20000 (1) ·
21000 (1) ·
2150 (1) ·
21500 (1) ·
24000 (1) ·
24750 (1) ·
27000 (1) ·
29307 (1) ·
32250 (1) ·
33250 (1) ·
36500 (1) ·
37000 (1) ·
39000 (1) ·
40500 (1) ·
43500 (1) ·
4400 (1) ·
44000 (1) ·
49500 (1) ·
50 (1) ·
500 (1) ·
516 (1) ·
54000 (1) ·
57000 (1) ·
5975 (1) ·
600 (1) ·
7000 (1) ·
85750 (1)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
10 (1) ·
100 (1) ·
104 (1) ·
118 (1) ·
12 (1) ·
125 (1) ·
16 (1) ·
18 (1) ·
21 (1) ·
24 (1) ·
28 (1) ·
30 (1) ·
32 (1) ·
35 (1) ·
38 (1) ·
39 (1) ·
40 (1) ·
57 (1) ·
6 (1) ·
63 (1) ·
66 (1) ·
67 (1) ·
68 (1) ·
69 (1) ·
7 (1) ·
709 (1) ·
74 (1) ·
75 (1) ·
790 (1) ·
8 (1) ·
80 (1) ·
82 (1) ·
9 (1) ·
98 (1)
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 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: (Click arrow to add another value)
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 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:
12145 (1) ·
1350 (1) ·
148776 (1) ·
200 (1) ·
22121 (1) ·
2603 (1) ·
29495 (1) ·
30796 (1) ·
32098 (1) ·
34700 (1) ·
36435 (1) ·
37303 (1) ·
41640 (1) ·
42941 (1) ·
46845 (1) ·
50 (1) ·
50848 (1) ·
55954 (1) ·
57689 (1) ·
600 (1) ·
63328 (1) ·
64195 (1) ·
67665 (1) ·
6812 (1) ·
70268 (1) ·
720 (1) ·
75472 (1) ·
7634 (1) ·
76340 (1) ·
832 (1) ·
85882 (1) ·
868 (1) ·
93690 (1) ·
98895 (1)
Clearance 116:
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