Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
Date: (Click arrow to add another value)
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'Alamana Canal ' (1) ·
'C STANLEY WEAVER CANAL ' (1) ·
'C-23 CANAL ' (1) ·
'Cabbage Slough ' (1) ·
'CSX-RR ' (1) ·
'DANFORTH CREEK ' (1) ·
'Deep Creek ' (1) ·
'Drainage Canal ' (1) ·
'E 3.5 AIRPORT CANAL ' (1) ·
'EL RIO CANAL ' (1) ·
'FELLSMERE CANAL ' (1) ·
'FPL Nuc Plant Intake Cnl' (1) ·
'Halifax River ' (1) ·
'I 95 SR 9 ' (1) ·
'I-4 ' (1) ·
'I-95 ' (1) ·
'I-95 (SR 9) ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'L.W.D.D L-14 CANAL ' (1) ·
'L.W.D.D. E-4 CANAL ' (1) ·
'Lake Ashby Canal ' (1) ·
'LOXAHATCHEE RIV NW FORK ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'M-2 CANAL ' (1) ·
'MAIN CANAL ' (1) ·
'N RELIEF CANAL ' (1) ·
'N. NEW RIVER CANAL ' (1) ·
'ORANGE CANAL ' (1) ·
'POPPELTON CREEK ' (1) ·
'Raulerson Canal ' (1) ·
'Rio Mar Bay ' (1) ·
'SR 91 TPK (ST LUCIE INT)' (1) ·
'SR-76 & St. Lucie Canal ' (1) ·
'St Johns River Relief ' (1) ·
'SW FORK LOXAHATCHEE RVR ' (1) ·
'Sykes Creek ' (1) ·
'Turkey Creek ' (1)
Critical 006b:
Facility 007:
'Briar Creek Blvd. ' (1) ·
'Cassadaga Road ' (1) ·
'CENTER DR. ' (1) ·
'CENTRAL BLVD ' (1) ·
'CHERRY ROAD ' (1) ·
'CITRUS BLVD. ' (1) ·
'COUNTY RD 507 ' (1) ·
'CR 613 (58TH AVE) ' (1) ·
'CR 76A ' (1) ·
'CR-726 CITRUS BLVD' (1) ·
'CR708 SE BRIDGE RD' (1) ·
'CR714 PALM CITY RD' (1) ·
'HAGEN RANCH ROAD ' (1) ·
'Hood Road ' (1) ·
'Investment Lane ' (1) ·
'ISLAND WAY ' (1) ·
'Magnolia Avenue ' (1) ·
'MAPP ROAD ' (1) ·
'NW 27TH AVE. ' (1) ·
'NW 7TH STREET ' (1) ·
'OKEECHOBEE BLVD. ' (1) ·
'OKEELANTA RD. ' (1) ·
'OLD GERMANTOWN RD ' (1) ·
'PALOMINO DRIVE ' (1) ·
'River Drive ' (1) ·
'S Williamson Blvd ' (1) ·
'Sea Ray Drive ' (1) ·
'SR A1A ' (1) ·
'SR-415 ' (1) ·
'SR-44 ' (1) ·
'SR-46 ' (1) ·
'SR-700 ' (1) ·
'SR-76 ' (1) ·
'SR-76 (Kanner Hwy)' (1) ·
'SR91 SB TPK 143.3 ' (1) ·
'SW 18th Street ' (1) ·
'Sykes Creek Pkwy ' (1) ·
'US-17 ' (1) ·
'US-441 SR-15 ' (1)
Number 008:
Location 009:
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Lanes 028a:
Traffic 029:
10000 (1) ·
10502 (1) ·
11700 (1) ·
1200 (1) ·
1202 (1) ·
12304 (1) ·
12900 (1) ·
1390 (1) ·
14200 (1) ·
1550 (1) ·
15600 (1) ·
1680 (1) ·
1700 (1) ·
1950 (1) ·
200 (1) ·
2000 (1) ·
2059 (1) ·
2300 (1) ·
2341 (1) ·
2401 (1) ·
3500 (1) ·
3900 (1) ·
4100 (1) ·
4320 (1) ·
4780 (1) ·
4800 (1) ·
5900 (1) ·
600 (1) ·
640 (1) ·
6400 (1) ·
6900 (1) ·
7400 (1) ·
7473 (1) ·
7630 (1) ·
8400 (1) ·
9100 (1) ·
9700 (1) ·
9800 (1)
Service On 042a:
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)
Culvert 062:
Inspect Date 090:
Direction 102: (Click arrow to add another value)
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) ·
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) ·
10236 (1) ·
11972 (1) ·
12839 (1) ·
12966 (1) ·
13238 (1) ·
1390 (1) ·
14574 (1) ·
15788 (1) ·
16830 (1) ·
17003 (1) ·
17350 (1) ·
1737 (1) ·
18221 (1) ·
20300 (1) ·
2082 (1) ·
21347 (1) ·
22382 (1) ·
2275 (1) ·
24637 (1) ·
2689 (1) ·
27066 (1) ·
2905 (1) ·
2915 (1) ·
2950 (1) ·
3572 (1) ·
3990 (1) ·
4062 (1) ·
5000 (1) ·
5184 (1) ·
6072 (1) ·
6766 (1) ·
7000 (1) ·
7114 (1) ·
731 (1) ·
800 (1) ·
8293 (1) ·
8328 (1) ·
900 (1)
Clearance 116:
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