Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- bridge data (1468)
- definition (254)
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ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'BOYNTON CANAL ' (1) ·
'Cabana Colony Circle ' (1) ·
'Canal C-51 ' (1) ·
'Cougar Wildlife Crossing' (1) ·
'CR 712 (Midway Road) ' (1) ·
'CR-712 Midway Road ' (1) ·
'Cypress Creek ' (1) ·
'Deer Wildlife Crossing ' (1) ·
'E-4 Canal ' (1) ·
'EB SR80 & C-51 Canal ' (1) ·
'Fellsmere Canal ' (1) ·
'Galiano Rd & C-24 Canal ' (1) ·
'Gatlin Blvd ' (1) ·
'Intracoastal Waterway ' (1) ·
'L-38 CANAL ' (1) ·
'L-5 CANAL ' (1) ·
'Lantana Road ' (1) ·
'Lateral A Canal ' (1) ·
'Lateral C Canal ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD L-30 CANAL ' (1) ·
'LWDD LATERAL 14 CANAL ' (1) ·
'M CANAL ' (1) ·
'Mercer Ave and CSX RR ' (1) ·
'North Relief Canal ' (1) ·
'S. R. 714 ' (1) ·
'S.R. 714 ' (1) ·
'South Relief Canal ' (1) ·
'SR 70 ' (1) ·
'SR-421 ' (1) ·
'SR-614 (Indrio Rd) ' (1) ·
'SR-76 ' (1) ·
'SR-91 (FL TPK) ' (1) ·
'SR-91 TPK-DRAINAGE CANAL' (1) ·
'Tomoka River ' (1) ·
'WB SR 80 ' (1) ·
Fellsmere Canal (1)
Critical 006b:
Facility 007:
'49th St Lindsey Rd' (1) ·
'56th Place North ' (1) ·
'57th Street ' (1) ·
'5th Street SW ' (1) ·
'CR-611 (45th ST.) ' (1) ·
'CR-630 (41st St.) ' (1) ·
'CR605 Old Dixie ' (1) ·
'EB SR706 ' (1) ·
'HYPOLUXO ROAD EB ' (1) ·
'HYPOLUXO ROAD WB ' (1) ·
'I 95 SR 9 SB ' (1) ·
'I-4 EB ' (1) ·
'I-4 WB ' (1) ·
'I-95 NB ' (1) ·
'JOG RD NB ' (1) ·
'JOG ROAD (NB) ' (1) ·
'JOG ROAD (SB) ' (1) ·
'JOG ROAD NB ' (1) ·
'JOG ROAD SB ' (1) ·
'LittleRanchesTrail' (1) ·
'LYONS ROAD ' (1) ·
'NB 1-95 (SR-9) ' (1) ·
'NB I-95 (S.R. 9) ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'NB SR 807 ' (1) ·
'Old Boynton Road ' (1) ·
'Prosperity Farms R' (1) ·
'SB I 95 to Lantana' (1) ·
'SB I-95 (S.R. 9) ' (1) ·
'SB I-95 (SR 9) ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SB SR 807 ' (1) ·
'SEMINOLE/PRATTWHT.' (1) ·
'SR 400 WB ' (1) ·
'SR-400 ' (1) ·
'SR91 NB TPK 153.1 ' (1) ·
'SW 18TH ST WB ' (1) ·
'WB SR 706 ' (1) ·
I-95 SB (1)
Number 008:
Location 009:
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Lanes 028a: (Click arrow to add another value)
Traffic 029:
0 (1) ·
1000 (1) ·
101 (1) ·
10700 (1) ·
114500 (1) ·
12000 (1) ·
12500 (1) ·
15500 (1) ·
16500 (1) ·
16600 (1) ·
1700 (1) ·
18301 (1) ·
18500 (1) ·
18700 (1) ·
200 (1) ·
20150 (1) ·
21000 (1) ·
21382 (1) ·
21500 (1) ·
22500 (1) ·
24000 (1) ·
28500 (1) ·
29000 (1) ·
32250 (1) ·
33000 (1) ·
35500 (1) ·
37250 (1) ·
38750 (1) ·
40250 (1) ·
40500 (1) ·
480 (1) ·
5760 (1) ·
8400 (1)
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 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:
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 not over waterway. (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:
1000 (1) ·
11520 (1) ·
14748 (1) ·
175 (1) ·
18565 (1) ·
198658 (1) ·
2020 (1) ·
20820 (1) ·
26893 (1) ·
28628 (1) ·
28801 (1) ·
2950 (1) ·
31752 (1) ·
32098 (1) ·
32445 (1) ·
34960 (1) ·
36435 (1) ·
37098 (1) ·
37302 (1) ·
39037 (1) ·
39038 (1) ·
400 (1) ·
41640 (1) ·
49448 (1) ·
50315 (1) ·
55954 (1) ·
57255 (1) ·
580 (1) ·
61593 (1) ·
64629 (1) ·
67231 (1) ·
69834 (1) ·
70268 (1) ·
73000 (1)
Clearance 116:
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