Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
13765 (1) ·
13774 (1) ·
13795 (1) ·
13809 (1) ·
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County 003:
Place 004:
Route 005d:
Features 006a:
'Bear Wildlife Crossing ' (1) ·
'Brando Canal ' (1) ·
'Cougar Wildlife Crossing' (1) ·
'Deer WIldlife Crossing ' (1) ·
'E-1 Canal ' (1) ·
'Fellsmere Canal ' (1) ·
'I 95 & CSXRR & Canal ' (1) ·
'I-4 ' (1) ·
'I-95 ' (1) ·
'Intracoastal Waterway ' (1) ·
'Lake Worth Tide Relief' (1) ·
'Lake Worth Creek Canal ' (1) ·
'Lake Worth Lagoon ' (1) ·
'Lateral B Canal ' (1) ·
'LATERAL C CANAL ' (1) ·
'Little Cow Creek ' (1) ·
'Little Haw Creek ' (1) ·
'Platt Ranch Access Road ' (1) ·
'Reed Canal ' (1) ·
'SR 91 TPK ' (1) ·
'SR 91 TPK (PGA BV INT) ' (1) ·
'SR-421 ' (1) ·
'SR-713 (King Hwy) ' (1) ·
'TEN MILE CREEK ' (1) ·
'Turnbull Creek ' (1) ·
Fellsmere Canal (1)
Critical 006b:
Facility 007:
'13th Street SW ' (1) ·
'8TH ST. CR-612 ' (1) ·
'Barracuda Blvd. ' (1) ·
'Bellevue Avenue ' (1) ·
'Cow Creek Road ' (1) ·
'DNLD RS RD E 112.2' (1) ·
'DNLD RS RD W 112.2' (1) ·
'E. CAMINO REAL ' (1) ·
'GORDY ROAD ' (1) ·
'I-4 EB Ramp A ' (1) ·
'I-95 NB ' (1) ·
'NB SR 5 (US-1) ' (1) ·
'NB SR-9 (I-95) ' (1) ·
'Old Daytona Rd ' (1) ·
'Reed Ca Prk Ent Rd' (1) ·
'SB SR 5 (US-1) ' (1) ·
'SB SR-9 (I-95) ' (1) ·
'Southern Boulevard' (1) ·
'Spanish River Blvd' (1) ·
'SR 400 EB ' (1) ·
'SR 400 WB ' (1) ·
'SR A1A ' (1) ·
'SR80(SouthernBlvd)' (1) ·
'SR91 NB TPK 109.5 ' (1) ·
'St. Johns Heritage' (1) ·
'Stribling Way ' (1) ·
'Turnbull Bay Road ' (1) ·
'US-1 (SR-5) ' (1) ·
I-95 SB (1)
Number 008:
700231 (1) ·
700232 (1) ·
704190 (1) ·
790203 (1) ·
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934301 (1) ·
934408 (1) ·
940162 (1) ·
940163 (1) ·
944010 (1)
Location 009:
'.25 mi N of SR 706 ' (1) ·
'.3 mi N of SR 706 ' (1) ·
'.5MI W of A1A & E of SR-5' (1) ·
'0.13mi NW from N Causeway' (1) ·
'0.1Mi W of Marsh Road ' (1) ·
'0.2 mi E of SR5 on SRA1A ' (1) ·
'0.25 N of SR 706 ' (1) ·
'0.25mi W of S.R.-A1A ' (1) ·
'0.6 Mile South of SR-442 ' (1) ·
'0.6MI E OF US-1 ' (1) ·
'0.8MI SOUTH OF SR-70 ' (1) ·
'03 mi N of SR 706 ' (1) ·
'1.5mi N of SR-68 ' (1) ·
'1.9 Miles West of US-1 ' (1) ·
'2.9 Miles South of US-192' (1) ·
'3 MI NORTH OF PGA BLVD ' (1) ·
'3/4 MI North of SR-706 ' (1) ·
'AT 74TH AVE. ' (1) ·
'At CR-613 (58th Ave.) ' (1) ·
'Bellevue Avenue over I-95' (1) ·
'I-4 EB Ramp A to US-92 ' (1) ·
'I-4 WB over Bear Crossing' (1) ·
'I-95 NB over SR-421 ' (1) ·
'Intrsect w Reed Canal Rd ' (1) ·
'N.OF PGA BLVD S.JUPITER ' (1) ·
'Over Fellsmere Canal ' (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) ·
'StriblingWay ovr E-1canal' (1) ·
Over Fellsmere Canal (1)
Latitude 016:
26202200 (1) ·
26230988 (1) ·
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29100400 (1)
Longitude 017:
80022719 (1) ·
80023637 (1) ·
80025423 (1) ·
80043770 (1) ·
80045783 (1) ·
80045820 (1) ·
80050309 (1) ·
80050346 (1) ·
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80075174 (1) ·
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80235637 (1) ·
80235639 (1) ·
80235669 (1) ·
80264970 (1) ·
80284675 (1) ·
80332834 (1) ·
80332921 (1) ·
80448000 (1) ·
80545924 (1) ·
80563010 (1) ·
80573537 (1) ·
81005885 (1) ·
81014200 (1) ·
81045800 (1) ·
81070700 (1) ·
81083200 (1) ·
81091400 (1) ·
81103100 (1) ·
81103200 (1) ·
81162090 (1)
Owner 022:
Built 027:
Traffic 029:
101 (1) ·
120 (1) ·
12100 (1) ·
13400 (1) ·
13888 (1) ·
18301 (1) ·
18800 (1) ·
19200 (1) ·
20500 (1) ·
21382 (1) ·
21500 (1) ·
2165 (1) ·
22600 (1) ·
2599 (1) ·
283 (1) ·
29000 (1) ·
3600 (1) ·
40 (1) ·
47500 (1) ·
5500 (1) ·
5800 (1) ·
594 (1) ·
61500 (1) ·
6400 (1) ·
7400 (1) ·
9400 (1) ·
9450 (1)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058:
Superstructure 059:
Substructure 060: (Click arrow to add another value)
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 being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. (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:
10063 (1) ·
11104 (1) ·
12839 (1) ·
16309 (1) ·
16396 (1) ·
17360 (1) ·
174 (1) ·
200 (1) ·
20994 (1) ·
23249 (1) ·
2620 (1) ·
3145 (1) ·
31752 (1) ·
32618 (1) ·
33600 (1) ·
342 (1) ·
35568 (1) ·
37098 (1) ·
37302 (1) ·
37303 (1) ·
4320 (1) ·
50315 (1) ·
5500 (1) ·
60 (1) ·
719 (1) ·
73250 (1) ·
82412 (1) ·
88900 (1)
Clearance 116:
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