Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
13810 (1) ·
15133 (1) ·
15140 (1) ·
15160 (1) ·
15167 (1) ·
15170 (1) ·
15184 (1) ·
15185 (1) ·
15218 (1) ·
15267 (1) ·
15575 (1) ·
15576 (1) ·
15612 (1) ·
15667 (1) ·
15740 (1) ·
15756 (1) ·
15950 (1) ·
15972 (1) ·
19407 (1) ·
19408 (1) ·
19409 (1) ·
19412 (1) ·
19413 (1) ·
19414 (1) ·
19418 (1) ·
19419 (1) ·
19427 (1) ·
19455 (1) ·
19467 (1) ·
19482 (1) ·
19507 (1) ·
19524 (1)
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'Boynton Canal C16 ' (1) ·
'BRITT CANAL ' (1) ·
'Burns Road ' (1) ·
'C-51 Canal ' (1) ·
'CANAL E-4 ' (1) ·
'COUNTY LINE CANAL C-23 ' (1) ·
'CSX Railroad ' (1) ·
'Depot Ave & El Rio Canal' (1) ·
'Earman River (C-17) ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'Lake Ida Road ' (1) ·
'LAKE WORTH ' (1) ·
'Lake Worth Lagoon ' (1) ·
'LATERAL A CANAL ' (1) ·
'LATERAL A CANAL ' (1) ·
'LATERAL C CANAL ' (1) ·
'LWDD E3 Canal ' (1) ·
'Main Canal ' (1) ·
'PARK LATERAL CANAL ' (1) ·
'S-5 Discharge Canal ' (1) ·
'SR 710 and CSX RR ' (1) ·
'SR 806 W Atlantic Avenue' (1) ·
'SR-710 ' (1) ·
'SW 10th St. Lowson Blvd ' (1) ·
'Turnpike (SR-91) ' (1) ·
'Yacht Club Cut ' (1)
Critical 006b: (Click arrow to add another value)
Facility 007:
'101ST STREET ' (1) ·
'109TH STREET ' (1) ·
'45th Street CR-702' (1) ·
'53RD STREET ' (1) ·
'65TH ST. ' (1) ·
'8TH ST. CR-612 ' (1) ·
'97 TH STREET ' (1) ·
'BRITT RD ' (1) ·
'Fifth Street ' (1) ·
'I 95 SR 9 NB ' (1) ·
'I 95 SR 9 SB ' (1) ·
'ISLAND ROAD ' (1) ·
'Levee Road ' (1) ·
'LINTON BLVD. ' (1) ·
'MISSION HILL ROAD ' (1) ·
'NB I 95 SR 9 ' (1) ·
'Peninsula Corp Dr ' (1) ·
'SB I 95 SR 9 ' (1) ·
'SB I-95 (SR 9) ' (1) ·
'Service Road ' (1) ·
'SR A1A ' (1) ·
'SR-60 Osceola Blvd' (1) ·
'SR91 N/S TPK 138.1' (1) ·
'U.S.-1 (SR-5) ' (1) ·
'US-1 (SR-5) ' (1) ·
'US1(SR5) ' (1) ·
'Woolbright Road ' (1)
Number 008:
795701 (1) ·
880030 (1) ·
880049 (1) ·
884003 (1) ·
884024 (1) ·
884036 (1) ·
884063 (1) ·
884064 (1) ·
890083 (1) ·
894000 (1) ·
930001 (1) ·
930003 (1) ·
930173 (1) ·
930322 (1) ·
930443 (1) ·
930470 (1) ·
930496 (1) ·
930497 (1) ·
930498 (1) ·
930501 (1) ·
930502 (1) ·
930503 (1) ·
930508 (1) ·
930509 (1) ·
930518 (1) ·
930547 (1) ·
930811 (1) ·
934166 (1) ·
934517 (1) ·
934989 (1) ·
935305 (1) ·
936802 (1)
Location 009:
'0.1mi E of Riverside Dr ' (1) ·
'0.2 mi E of SR5 on SRA1A ' (1) ·
'0.2MI EAST OF US-1 (SR-5)' (1) ·
'0.3MI W OF CR-507 ' (1) ·
'0.3MI WEST OF CR-507 ' (1) ·
'0.4 mi N. of SR-80 ' (1) ·
'0.4MI W of S. COUNTY ROAD' (1) ·
'0.5 mi N of Atlantic Ave ' (1) ·
'0.5 MI. W of Military Tr ' (1) ·
'0.6 mile South of SR 882 ' (1) ·
'0.7 Mi N of Boynton Bch ' (1) ·
'0.75 mile South of SR 708' (1) ·
'1.0 M West of Haverhill R' (1) ·
'1.3 mile S of Linton Rd. ' (1) ·
'100FT E OF SOUTH LAKE DR ' (1) ·
'1Mi W of US-1 ' (1) ·
'2.25Mi. W of US-1 ' (1) ·
'21.0 Mi North of US-27 ' (1) ·
'25FT. EAST OF 66TH AVE. ' (1) ·
'3.4MI NORTH OF SR-714 ' (1) ·
'AT 141st ST ' (1) ·
'AT 74TH AVE. ' (1) ·
'AT CR-615 (66TH AVE.) ' (1) ·
'Between N Lake/PGA Blvds ' (1) ·
'E Congress Ave & N SR 806' (1) ·
'E Congress Ave & S SR 806' (1) ·
'I 95 Over Lowson Blvd ' (1) ·
'I-95 SR 806 interchange ' (1) ·
'Just North of SR-850 ' (1) ·
'Port of Palm Beach ' (1)
Latitude 016:
26251431 (1) ·
26262317 (1) ·
26264870 (1) ·
26274200 (1) ·
26280900 (1) ·
26281730 (1) ·
26284041 (1) ·
26294400 (1) ·
26304669 (1) ·
26322094 (1) ·
26384400 (1) ·
26384575 (1) ·
26410978 (1) ·
26414288 (1) ·
26430558 (1) ·
26453630 (1) ·
26460153 (1) ·
26461850 (1) ·
26483005 (1) ·
26495114 (1) ·
27121998 (1) ·
27140482 (1) ·
27370119 (1) ·
27381900 (1) ·
27412374 (1) ·
27424275 (1) ·
27461915 (1) ·
27464527 (1) ·
27473810 (1) ·
29004760 (1)
Longitude 017:
80023337 (1) ·
80023637 (1) ·
80031952 (1) ·
80032135 (1) ·
80032688 (1) ·
80035475 (1) ·
80040600 (1) ·
80040715 (1) ·
80044085 (1) ·
80051925 (1) ·
80052100 (1) ·
80052215 (1) ·
80052340 (1) ·
80052450 (1) ·
80052717 (1) ·
80054560 (1) ·
80055205 (1) ·
80075312 (1) ·
80080080 (1) ·
80102658 (1) ·
80170422 (1) ·
80195431 (1) ·
80255800 (1) ·
80274465 (1) ·
80274529 (1) ·
80284675 (1) ·
80365044 (1) ·
80365155 (1) ·
80365186 (1) ·
80492277 (1) ·
80545465 (1)
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:
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:
10875 (1) ·
1124 (1) ·
126 (1) ·
1301 (1) ·
1320 (1) ·
1388 (1) ·
148776 (1) ·
15000 (1) ·
176174 (1) ·
181308 (1) ·
184778 (1) ·
196055 (1) ·
22388 (1) ·
232 (1) ·
26400 (1) ·
33600 (1) ·
34353 (1) ·
3500 (1) ·
36435 (1) ·
4 (1) ·
40772 (1) ·
4320 (1) ·
45978 (1) ·
57255 (1) ·
80851 (1)
Clearance 116:
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