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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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'Alamana Canal ' (1) ·
'C-23 CANAL ' (1) ·
'Cabbage Slough ' (1) ·
'CR709 GLADES RD & FEC RR' (1) ·
'CSX-RR ' (1) ·
'Deep Creek ' (1) ·
'Drainage Canal ' (1) ·
'FECRR ' (1) ·
'FELLSMERE CANAL ' (1) ·
'I 95 SR 9 ' (1) ·
'I-4 ' (1) ·
'I-95 ' (1) ·
'I-95 (SR 9) ' (1) ·
'Lake Ashby Canal ' (1) ·
'Lake Worth Creek Canal ' (1) ·
'Little Haw Creek ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'Middle Haw Creek ' (1) ·
'N RELIEF CANAL ' (1) ·
'N. NEW RIVER CANAL ' (1) ·
'OKEECHOBEE BLVD ' (1) ·
'ORANGE CANAL ' (1) ·
'POPPELTON CREEK ' (1) ·
'Raulerson Canal ' (1) ·
'RIM DITCH CANAL C-24 ' (1) ·
'Sawgrass Creek ' (1) ·
'SR-76 & St. Lucie Canal ' (1) ·
'St Johns River ' (1) ·
'St Johns River Relief ' (1) ·
'St. Johns River ' (1) ·
'Sykes Creek ' (1) ·
'Ten Mile Creek ' (1) ·
'Turkey Creek ' (1) ·
Six Mile Creek (1)
Critical 006b: (Click arrow to add another value)
Facility 007:
'AUSTRALIAN AVE NB ' (1) ·
'Briar Creek Blvd. ' (1) ·
'Cassadaga Road ' (1) ·
'CITRUS BLVD. ' (1) ·
'COUNTY RD 507 ' (1) ·
'CR 613 (58TH AVE) ' (1) ·
'CR 76A ' (1) ·
'CR-726 CITRUS BLVD' (1) ·
'CR714 PALM CITY RD' (1) ·
'Hood Road ' (1) ·
'OKEELANTA RD. ' (1) ·
'PALOMINO DRIVE ' (1) ·
'S Williamson Blvd ' (1) ·
'SB SR 5 (US-1) ' (1) ·
'Sea Ray Drive ' (1) ·
'SR-40 ' (1) ·
'SR-405 EB ' (1) ·
'SR-405 WB ' (1) ·
'SR-415 ' (1) ·
'SR-44 ' (1) ·
'SR-46 ' (1) ·
'SR-520 WB ' (1) ·
'SR-700 ' (1) ·
'SR-76 ' (1) ·
'SR-76 (Kanner Hwy)' (1) ·
'SR-91 NB TPK 150.7' (1) ·
'SR70 WB Okeechobee' (1) ·
'SR91 NB TPK 142.2 ' (1) ·
'SR91 SB TPK 142.2 ' (1) ·
'SR91 SB TPK 150.7 ' (1) ·
'Sykes Creek Pkwy ' (1) ·
'US-17 ' (1) ·
'US-192 EB ' (1) ·
'US-441 SR-15 ' (1) ·
'WB SR-70 ' (1) ·
SR-46 (1)
Number 008:
Location 009:
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
11700 (1) ·
1202 (1) ·
12304 (1) ·
12900 (1) ·
1390 (1) ·
14200 (1) ·
1550 (1) ·
2000 (1) ·
20150 (1) ·
2059 (1) ·
2300 (1) ·
2341 (1) ·
24000 (1) ·
24317 (1) ·
2600 (1) ·
3250 (1) ·
3500 (1) ·
3900 (1) ·
4100 (1) ·
4400 (1) ·
5900 (1) ·
600 (1) ·
640 (1) ·
6900 (1) ·
7100 (1) ·
7473 (1) ·
7630 (1) ·
8200 (1) ·
8400 (1) ·
9150 (1) ·
9450 (1) ·
9700 (1) ·
9800 (1)
Service On 042a: (Click arrow to add another value)
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052: (Click arrow to add another value)
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 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) ·
Bridge closed because of channel failure. Corrective action may put back in light service. (1) ·
N/A (1) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (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 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) ·
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:
10236 (1) ·
11972 (1) ·
12318 (1) ·
12966 (1) ·
13238 (1) ·
1390 (1) ·
14227 (1) ·
14574 (1) ·
15875 (1) ·
16396 (1) ·
16830 (1) ·
17003 (1) ·
1737 (1) ·
20300 (1) ·
21347 (1) ·
22382 (1) ·
24637 (1) ·
2689 (1) ·
34960 (1) ·
3572 (1) ·
3990 (1) ·
4062 (1) ·
41640 (1) ·
42189 (1) ·
4510 (1) ·
5000 (1) ·
5639 (1) ·
6072 (1) ·
6766 (1) ·
7114 (1) ·
731 (1) ·
7634 (1) ·
800 (1)
Clearance 116:
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