Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003:
Place 004:
None (1) ·
30975 (1) ·
Boca Raton (1) ·
Cocoa (1) ·
Delray Beach (1) ·
Fort Pierce (1) ·
Indiantown village (1) ·
Jupiter (1) ·
Jupiter Island (1) ·
Malabar (1) ·
Merritt Island (1) ·
Mims (1) ·
North Palm Beach village (1) ·
Ormond Beach (1) ·
Royal Palm Beach village (1) ·
Stuart (1) ·
Vero Beach (1)
Route 005d:
Direction 005e:
Features 006a:
'Alamana Canal ' (1) ·
'C STANLEY WEAVER CANAL ' (1) ·
'Cabbage Slough ' (1) ·
'Deep Creek ' (1) ·
'Drainage Canal ' (1) ·
'EL RIO CANAL ' (1) ·
'FELLSMERE CANAL ' (1) ·
'FPL Nuc Plant Intake Cnl' (1) ·
'Halifax River ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'L.W.D.D L-14 CANAL ' (1) ·
'L.W.D.D. E-4 CANAL ' (1) ·
'Lake Ashby Canal ' (1) ·
'Lake Gertie ' (1) ·
'Little Haw Creek ' (1) ·
'LOXAHATCHEE RIV NW FORK ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'M-2 CANAL ' (1) ·
'Middle Haw Creek ' (1) ·
'North Lake ' (1) ·
'ORANGE CANAL ' (1) ·
'POPPELTON CREEK ' (1) ·
'Raulerson Canal ' (1) ·
'Rim Ditch Canal C-24 ' (1) ·
'Rio Mar Bay ' (1) ·
'Sawgrass Creek ' (1) ·
'St Johns River ' (1) ·
'St Johns River Relief ' (1) ·
'St. Johns River ' (1) ·
'SW FORK LOXAHATCHEE RVR ' (1) ·
'Sykes Creek ' (1) ·
'Ten Mile Creek ' (1) ·
'Turkey Creek ' (1) ·
Six Mile Creek (1)
Critical 006b:
Facility 007:
'Briar Creek Blvd. ' (1) ·
'CENTER DR. ' (1) ·
'CENTRAL BLVD ' (1) ·
'COUNTY RD 507 ' (1) ·
'CR-726 CITRUS BLVD' (1) ·
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'CR714 PALM CITY RD' (1) ·
'EB North Lake Blvd' (1) ·
'HAGEN RANCH ROAD ' (1) ·
'ISLAND WAY ' (1) ·
'Magnolia Avenue ' (1) ·
'NW 7TH STREET ' (1) ·
'OKEECHOBEE BLVD. ' (1) ·
'OLD GERMANTOWN RD ' (1) ·
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'SR-76 ' (1) ·
'SR-76 (Kanner Hwy)' (1) ·
'SR70 WB Okeechobee' (1) ·
'SW 18th STREET EB ' (1) ·
'Sykes Creek Pkwy ' (1) ·
'US-17 ' (1) ·
'US-192 EB ' (1) ·
'WB N. Lake Blvd. ' (1) ·
'WB SR-70 ' (1) ·
SR-46 (1)
Number 008:
Location 009:
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
10502 (1) ·
11700 (1) ·
1200 (1) ·
1202 (1) ·
12304 (1) ·
1390 (1) ·
15600 (1) ·
15813 (1) ·
1680 (1) ·
18000 (1) ·
1950 (1) ·
200 (1) ·
2059 (1) ·
22000 (1) ·
2341 (1) ·
2401 (1) ·
2600 (1) ·
3250 (1) ·
3500 (1) ·
4100 (1) ·
4400 (1) ·
4800 (1) ·
5900 (1) ·
600 (1) ·
640 (1) ·
6400 (1) ·
6900 (1) ·
7630 (1) ·
7900 (1) ·
8200 (1) ·
8400 (1) ·
9100 (1) ·
9150 (1) ·
9700 (1)
Service On 042a:
Service Under 042b: (Click arrow to add another value)
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)
Culvert 062:
Inspect Date 090: (Click arrow to add another value)
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 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) ·
13238 (1) ·
1390 (1) ·
14227 (1) ·
14574 (1) ·
15788 (1) ·
15875 (1) ·
16830 (1) ·
1737 (1) ·
18221 (1) ·
19134 (1) ·
20300 (1) ·
2082 (1) ·
21347 (1) ·
2275 (1) ·
27066 (1) ·
2905 (1) ·
2915 (1) ·
31230 (1) ·
3572 (1) ·
38170 (1) ·
4062 (1) ·
4510 (1) ·
5639 (1) ·
6072 (1) ·
7000 (1) ·
7114 (1) ·
731 (1) ·
7634 (1) ·
8328 (1) ·
900 (1) ·
9600 (1)
Clearance 116:
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