Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
- News Link (111)
- Organization (18)
- Waterbody (27)
- bridge (13)
- bridge data (1468)
- definition (254)
- fips (487)
- repository (98)
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- weblink (123)
Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'Belcher Canal (C-25) ' (1) ·
'Belvedere Rd to SB I-95 ' (1) ·
'Blue Cypress Marsh ' (1) ·
'C-23 CANAL ' (1) ·
'C-51 Canal ' (1) ·
'C-52 Canal ' (1) ·
'CANAL L-12 ' (1) ·
'CSX Railroad ' (1) ·
'CSX-RR ' (1) ·
'Danforth Creek ' (1) ·
'Drainage Canal ' (1) ·
'E 3.5 AIRPORT CANAL ' (1) ·
'E-2 Canal ' (1) ·
'FPL Nuc Plant Disc Canal' (1) ·
'Habitat Connectivity ' (1) ·
'Header Creek Canal ' (1) ·
'Indian River Relief ' (1) ·
'Intracoastal Waterway ' (1) ·
'L-5 Canal ' (1) ·
'L-78 Borrow Canal ' (1) ·
'LITTLE MUD CREEK ' (1) ·
'Loxahatchee Slough ' (1) ·
'Miami Canal L-25 ' (1) ·
'N Fork Loxahatchee River' (1) ·
'N. NEW RIVER CANAL ' (1) ·
'NB I-95 to Belvedere Rd.' (1) ·
'Padgett Branch Marsh ' (1) ·
'Rim Ditch Canal C-24 ' (1) ·
'St. John's Marsh ' (1) ·
'St. Johns River ' (1) ·
'St. Johns River Relief ' (1) ·
'Ten Mile Creek ' (1) ·
'US 92 ' (1) ·
St Johns River (1)
Critical 006b:
Facility 007:
'CHERRY ROAD ' (1) ·
'CITRUS BLVD. ' (1) ·
'E/B S.R. 704 ' (1) ·
'EB SR - 714 ' (1) ·
'EB SR 70 ' (1) ·
'I-4 Ramp B ' (1) ·
'Levee Road ' (1) ·
'NB SR-615 ' (1) ·
'NB US-27 SR-25 ' (1) ·
'OKEELANTA RD. ' (1) ·
'Park Road ' (1) ·
'PGA Blvd (SR786) ' (1) ·
'Pioneer Road ' (1) ·
'SB I 95 to SR 80 ' (1) ·
'SB SR-615 ' (1) ·
'SB US-27 SR-25 ' (1) ·
'SR 70 EB ' (1) ·
'SR 80 to NB I-95 ' (1) ·
'SR A1A ' (1) ·
'SR-40 WB ' (1) ·
'SR-415 ' (1) ·
'SR-44 ' (1) ·
'SR-520 EB ' (1) ·
'SR-60 EB ' (1) ·
'SR-60 WB ' (1) ·
'SR-76 ' (1) ·
'SR-76 (Kanner Hwy)' (1) ·
'SR-80 EB ' (1) ·
'SR70 EB Okeechobee' (1) ·
'SR70 WB Okeechobee' (1) ·
'SW 23 Ave Golf Rd ' (1) ·
'TEQUESTA DRIVE ' (1) ·
'US 192 WB ' (1) ·
'US-192 EB ' (1) ·
'US-27/SR-80 NB ' (1) ·
'WB SR - 714 ' (1) ·
'WB SR-70 ' (1) ·
US-192 EB (1)
Number 008:
Location 009:
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Lanes 028a: (Click arrow to add another value)
Traffic 029:
100 (1) ·
11700 (1) ·
12750 (1) ·
12900 (1) ·
13700 (1) ·
16000 (1) ·
17500 (1) ·
17750 (1) ·
18500 (1) ·
2000 (1) ·
2600 (1) ·
300 (1) ·
3087 (1) ·
3250 (1) ·
3450 (1) ·
3550 (1) ·
4 (1) ·
4100 (1) ·
4300 (1) ·
4320 (1) ·
4400 (1) ·
4800 (1) ·
5700 (1) ·
6 (1) ·
600 (1) ·
6174 (1) ·
7150 (1) ·
7500 (1) ·
8200 (1) ·
9150 (1)
Traffic Year 030:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Deck 058:
Superstructure 059: (Click arrow to add another value)
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)
Culvert 062:
Inspect Date 090:
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 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 not over waterway. (1)
Future 114:
10712 (1) ·
12405 (1) ·
13012 (1) ·
14227 (1) ·
150 (1) ·
15875 (1) ·
20300 (1) ·
22121 (1) ·
22382 (1) ·
23770 (1) ·
27760 (1) ·
30362 (1) ·
30796 (1) ·
32098 (1) ·
4510 (1) ·
500 (1) ·
5000 (1) ·
5184 (1) ·
5356 (1) ·
5639 (1) ·
5986 (1) ·
6 (1) ·
6159 (1) ·
7114 (1) ·
7460 (1) ·
7634 (1) ·
800 (1) ·
8328 (1) ·
9 (1) ·
9890 (1)
Future Year 115: (Click arrow to add another value)
Clearance 116:
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