Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
12113 (1) ·
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Date: (Click arrow to add another value)
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'Alamana Canal ' (1) ·
'Cabbage Slough ' (1) ·
'CSX-RR ' (1) ·
'Deep Creek ' (1) ·
'Drainage Canal ' (1) ·
'FECRR ' (1) ·
'FPL Nuc Plant Intake Cnl' (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) ·
'North Lake ' (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) ·
'Ten Mile Creek ' (1) ·
'US-1 ' (1) ·
Six Mile Creek (1)
Critical 006b:
Facility 007:
'Cassadaga Road ' (1) ·
'CR 76A ' (1) ·
'EB North Lake Blvd' (1) ·
'Hood Road ' (1) ·
'I-4 EB ' (1) ·
'I-4 WB ' (1) ·
'SB SR 5 (US-1) ' (1) ·
'SR A1A ' (1) ·
'SR-405 EB ' (1) ·
'SR-405 WB ' (1) ·
'SR-415 ' (1) ·
'SR-44 ' (1) ·
'SR-46 ' (1) ·
'SR-472 EB ' (1) ·
'SR-520 WB ' (1) ·
'SR-700 ' (1) ·
'SR-76 ' (1) ·
'SR-76 (Kanner Hwy)' (1) ·
'SR70 WB Okeechobee' (1) ·
'SW 18th Street ' (1) ·
'US-17 ' (1) ·
'US-192 EB ' (1) ·
'US-441 SR-15 ' (1) ·
'WB N. Lake Blvd. ' (1) ·
'WB SR-70 ' (1) ·
SR-46 (1)
Number 008:
700002 (1) ·
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700029 (1) ·
700103 (1) ·
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Location 009:
'0.25 mi. N of County Line' (1) ·
'03 mi N of SR 706 ' (1) ·
'1.5 mile North of SR 786 ' (1) ·
'1.5mi East of Indiantown' (1) ·
'1mi. W of US-1. ' (1) ·
'1mi. West of CR-613 ' (1) ·
'1mi. West of US-1 ' (1) ·
'3 MI. east of SR-710 ' (1) ·
'3.9 mi. W of FL Turnpike ' (1) ·
'3Mi. S of CR-717 ' (1) ·
'Cassadaga Road over I-4 ' (1) ·
'CR 76A over I-95 ' (1) ·
'I-4 EB over I-95 ' (1) ·
'I-4 WB over I-95 ' (1) ·
'SR A1A FPL Nuc P Intake ' (1) ·
'SR-405 EB - FECRR ' (1) ·
'SR-405 EB - US-1 ' (1) ·
'SR-405 WB - FECRR ' (1) ·
'SR-405 WB - US-1 ' (1) ·
'SR-415 - Alamana Canal ' (1) ·
'SR-415 - Deep Creek ' (1) ·
'SR-415 - Lake Ashby Canal' (1) ·
'SR-415 - St Johns Relief ' (1) ·
'SR-415 - St. Johns River ' (1) ·
'SR-44 over CSX-RR ' (1) ·
'SR-46 - Cabbage Slough ' (1) ·
'SR-46 - St. Johns Riv. R ' (1) ·
'SR-472 EB over I-4 ' (1) ·
'SR-520 WB -St Johns River' (1) ·
'US-17 over Deep Creek ' (1) ·
'US-192EB - Sawgrass Creek' (1) ·
'US-441 and SR-76 ' (1) ·
SR-46 over Six Mile Cr (1)
Latitude 016:
26195500 (1) ·
26470182 (1) ·
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Longitude 017:
80040089 (1) ·
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80045820 (1) ·
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80070400 (1) ·
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81002171 (1) ·
81012278 (1) ·
81043203 (1) ·
81043246 (1) ·
81060965 (1) ·
81063625 (1) ·
81080270 (1) ·
81112589 (1) ·
81123701 (1) ·
81151506 (1) ·
81152780 (1) ·
81211769 (1) ·
81232561 (1)
Owner 022: (Click arrow to add another value)
Built 027:
Traffic 029:
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) ·
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 not over waterway. (1)
Future 114:
Clearance 116:
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