Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
13809 (1) ·
13810 (1) ·
15576 (1) ·
15699 (1) ·
16026 (1) ·
16098 (1) ·
17860 (1) ·
17891 (1) ·
17892 (1) ·
18743 (1) ·
18744 (1) ·
18746 (1) ·
18757 (1) ·
18760 (1) ·
18762 (1) ·
18765 (1) ·
19210 (1) ·
19237 (1) ·
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19456 (1) ·
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19549 (1) ·
19550 (1)
County 003:
Place 004:
Route 005d:
Features 006a:
'Bear Wildlife Crossing ' (1) ·
'Brando Canal ' (1) ·
'C-44 Intake Canal ' (1) ·
'C-54 Canal ' (1) ·
'Cougar Wildlife Crossing' (1) ·
'Deer WIldlife Crossing ' (1) ·
'Earman River (C-17) ' (1) ·
'I 95 & CSXRR & Canal ' (1) ·
'I-95 ' (1) ·
'Intracoastal Waterway ' (1) ·
'Lake Worth Creek Canal ' (1) ·
'Lateral B Canal ' (1) ·
'Spruce Creek ' (1) ·
'SR 91 TPK ' (1) ·
'SR 91 TPK (PGA BV INT) ' (1) ·
'SR-507 ' (1) ·
'SR-713 (King Hwy) ' (1) ·
'St. Johns River ' (1) ·
'TEN MILE CREEK ' (1) ·
'Yacht Club Cut ' (1)
Critical 006b:
Facility 007:
'13th Street SW ' (1) ·
'Barracuda Blvd. ' (1) ·
'Bellevue Avenue ' (1) ·
'CR726 (Citrus Blv)' (1) ·
'DNLD RS RD W 112.2' (1) ·
'Fifth Street ' (1) ·
'GORDY ROAD ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'NB SR 5 (US-1) ' (1) ·
'NB SR-9 (I-95) ' (1) ·
'SB SR 5 (US-1) ' (1) ·
'SB SR-9 (I-95) ' (1) ·
'Spanish River Blvd' (1) ·
'SR 400 EB ' (1) ·
'SR 400 WB ' (1) ·
'SR-415 ' (1) ·
'SR-507 ' (1) ·
'SR-A1A ' (1) ·
'SR91 NB TPK 109.5 ' (1) ·
'US-1 (SR-5) ' (1)
Number 008:
700186 (1) ·
700237 (1) ·
700238 (1) ·
790203 (1) ·
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790247 (1) ·
795700 (1) ·
795701 (1) ·
884105 (1) ·
894057 (1) ·
930003 (1) ·
930381 (1) ·
930541 (1) ·
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930544 (1) ·
930552 (1) ·
931013 (1) ·
940045 (1) ·
940162 (1) ·
940163 (1) ·
944010 (1)
Location 009:
'.25 mi N of SR 706 ' (1) ·
'.3 mi N of SR 706 ' (1) ·
'0.13mi NW from N Causeway' (1) ·
'0.1mi E of Riverside Dr ' (1) ·
'0.25 N of SR 706 ' (1) ·
'0.8MI SOUTH OF SR-70 ' (1) ·
'03 mi N of SR 706 ' (1) ·
'1.5mi N of SR-68 ' (1) ·
'1.74 Miles E of SR-710 ' (1) ·
'200' East of US-1(SR-5) ' (1) ·
'3 MI NORTH OF PGA BLVD ' (1) ·
'At CR-613 (58th Ave.) ' (1) ·
'Bellevue Avenue over I-95' (1) ·
'Buffer Preserve Drive ' (1) ·
'I-4 WB over Bear Crossing' (1) ·
'I-95 NB over Spruce Creek' (1) ·
'Just North of SR-850 ' (1) ·
'Palm Beach Garden Interch' (1) ·
'Spanish R & I95 Csxrr Can' (1) ·
'SR 400 - Dear Crossing ' (1) ·
'SR 400 EB - Bear Crossing' (1) ·
'SR 400 EB - Cougar Crossi' (1) ·
'SR-415- St.Johns River ' (1) ·
'SR-507 over Crane Creek ' (1)
Latitude 016:
26230988 (1) ·
26483005 (1) ·
26503846 (1) ·
26525885 (1) ·
26561490 (1) ·
26561515 (1) ·
26563116 (1) ·
26563147 (1) ·
27012740 (1) ·
27241068 (1) ·
27271705 (1) ·
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28040738 (1) ·
28480995 (1) ·
29004760 (1) ·
29020655 (1) ·
29043800 (1) ·
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29052700 (1) ·
29060200 (1) ·
29064300 (1) ·
29100400 (1)
Longitude 017:
80032135 (1) ·
80045783 (1) ·
80045820 (1) ·
80050309 (1) ·
80050346 (1) ·
80061969 (1) ·
80074716 (1) ·
80075197 (1) ·
80192117 (1) ·
80235637 (1) ·
80235639 (1) ·
80235669 (1) ·
80255958 (1) ·
80264970 (1) ·
80333220 (1) ·
80333306 (1) ·
80371675 (1) ·
80545465 (1) ·
80545924 (1) ·
81011300 (1) ·
81045800 (1) ·
81083200 (1) ·
81091400 (1) ·
81103100 (1) ·
81103200 (1) ·
81123762 (1)
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058: (Click arrow to add another value)
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:
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:
Clearance 116:
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