Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003:
Place 004:
None (1) ·
58725 (1) ·
Boca Raton (1) ·
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Port Orange (1) ·
Royal Palm Beach village (1) ·
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Route 005d:
Direction 005e:
Features 006a:
'C STANLEY WEAVER CANAL ' (1) ·
'Cabbage Slough ' (1) ·
'CSX-RR ' (1) ·
'Deep Creek ' (1) ·
'EL RIO CANAL ' (1) ·
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'SR 91 TPK (ST LUCIE INT)' (1) ·
'St Johns River ' (1) ·
'St Johns River Relief ' (1) ·
'St. Johns River ' (1) ·
'SW FORK LOXAHATCHEE RVR ' (1) ·
'Ten Mile Creek ' (1) ·
'Turkey Creek ' (1) ·
'US-1 ' (1) ·
'US-1 & FECRR ' (1)
Critical 006b:
Facility 007:
'AUSTRALIAN AVE NB ' (1) ·
'AUSTRALIAN AVE SB ' (1) ·
'Briar Creek Blvd. ' (1) ·
'Cassadaga Road ' (1) ·
'CENTER DR. ' (1) ·
'CENTRAL BLVD ' (1) ·
'COUNTY RD 507 ' (1) ·
'CR 613 (58TH AVE) ' (1) ·
'CR-726 CITRUS BLVD' (1) ·
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'CR-92 WB ' (1) ·
'CR714 PALM CITY RD' (1) ·
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'Hood Road ' (1) ·
'Investment Lane ' (1) ·
'Magnolia Avenue ' (1) ·
'NW 7TH STREET ' (1) ·
'OKEECHOBEE BLVD. ' (1) ·
'OLD GERMANTOWN RD ' (1) ·
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'S Williamson Blvd ' (1) ·
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'SR-405 EB ' (1) ·
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'SR-415 ' (1) ·
'SR-44 ' (1) ·
'SR-46 ' (1) ·
'SR-472 EB ' (1) ·
'SR-520 WB ' (1) ·
'SR-528 EB ' (1) ·
'SR-528 WB ' (1) ·
'SR-700 ' (1) ·
'SR91 SB TPK 143.3 ' (1) ·
'SW 18th Street ' (1) ·
'SW 18th STREET EB ' (1) ·
'US-17 ' (1) ·
'WB N. Lake Blvd. ' (1) ·
'WB SR-70 ' (1)
Number 008:
Location 009:
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
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9800 (1)
Service On 042a:
Service Under 042b:
Kind 043a: (Click arrow to add another value)
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) ·
N/A (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) ·
10236 (1) ·
12318 (1) ·
12839 (1) ·
12966 (1) ·
13238 (1) ·
14227 (1) ·
14574 (1) ·
15788 (1) ·
15875 (1) ·
17003 (1) ·
17350 (1) ·
1737 (1) ·
19134 (1) ·
2082 (1) ·
22382 (1) ·
24637 (1) ·
25158 (1) ·
2689 (1) ·
27066 (1) ·
2905 (1) ·
2915 (1) ·
2950 (1) ·
31230 (1) ·
34700 (1) ·
3572 (1) ·
38170 (1) ·
4062 (1) ·
41640 (1) ·
4510 (1) ·
6072 (1) ·
7000 (1) ·
731 (1) ·
8328 (1) ·
900 (1) ·
9600 (1)
Clearance 116:
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