Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
12240 (1) ·
13810 (1) ·
15140 (1) ·
15160 (1) ·
15167 (1) ·
15170 (1) ·
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19467 (1) ·
19469 (1) ·
19507 (1)
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'BOYNTON CANAL C-16 ' (1) ·
'BRANCH OF ICWW ' (1) ·
'BRITT CANAL ' (1) ·
'C-15 CANAL ' (1) ·
'C-51 Canal ' (1) ·
'CANAL E-4 ' (1) ·
'Clint Moore Road ' (1) ·
'Creek ' (1) ·
'EL RIO CANAL ' (1) ·
'FLORIDA TURNPIKE ' (1) ·
'L-19 Canal ' (1) ·
'LAKE WORTH ' (1) ·
'LATERAL A CANAL ' (1) ·
'LATERAL A CANAL ' (1) ·
'LATERAL C CANAL ' (1) ·
'LATERAL CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'OKEECHOBEE RIM CANAL ' (1) ·
'PARK LATERAL CANAL ' (1) ·
'RIO MAR BAY ' (1) ·
'S-5 Discharge Canal ' (1) ·
'SR 808 GLADES RD ' (1) ·
'Yacht Club Cut ' (1) ·
Indian River Relief East (1)
Critical 006b:
Facility 007:
'101ST STREET ' (1) ·
'109TH STREET ' (1) ·
'21ST ST SW ' (1) ·
'53RD STREET ' (1) ·
'61ST./PECAN GROVE ' (1) ·
'65TH ST. ' (1) ·
'8TH ST. CR-612 ' (1) ·
'97 TH STREET ' (1) ·
'BELVEDERE ROAD ' (1) ·
'BIG BLUE TRACE ' (1) ·
'Boynton Bch Blvd. ' (1) ·
'BRITT RD ' (1) ·
'CONGRESS AVE ' (1) ·
'CR-717 ' (1) ·
'Fifth Street ' (1) ·
'HIGHLAND GOLF CRSE' (1) ·
'Indian Lake Road ' (1) ·
'ISLAND ROAD ' (1) ·
'JUPITER ISLAND PK ' (1) ·
'Levee Road ' (1) ·
'MISSION HILL ROAD ' (1) ·
'Service Road ' (1) ·
'SR-91 (TPK) 78.7 ' (1) ·
'SR91 N/S TPK 75.92' (1) ·
'VETERANS WALK ' (1) ·
SR-520 (1)
Number 008:
700196 (1) ·
790801 (1) ·
795701 (1) ·
880049 (1) ·
884003 (1) ·
884024 (1) ·
884036 (1) ·
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884047 (1) ·
884063 (1) ·
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885808 (1) ·
894000 (1) ·
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935508 (1) ·
936802 (1)
Location 009:
'.2MI E OF HOMEWOOD ROAD ' (1) ·
'0.1mi E of Riverside Dr ' (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 S OF LINTON BLVD ' (1) ·
'0.4MI W of S. COUNTY ROAD' (1) ·
'0.5 MILE WEST OF JOG RD ' (1) ·
'0.5 MILES WEST OF SR-809 ' (1) ·
'0.5MI N OF JUPITER BCH RD' (1) ·
'0.8Mi NORTH OF CR-804 ' (1) ·
'1.0 Mi South of CR-827 ' (1) ·
'1.9 MI WEST OF SR-715 ' (1) ·
'100FT E OF SOUTH LAKE DR ' (1) ·
'13.5 Mi S/O S/B E of US27' (1) ·
'1Mi W of US-1 ' (1) ·
'2 MI N OF GLADES RD/SR808' (1) ·
'2.3mi N on Indian Lake Rd' (1) ·
'21.0 Mi North of US-27 ' (1) ·
'25FT. EAST OF 66TH AVE. ' (1) ·
'33FT E OF CR-611 43RD AVE' (1) ·
'6.3MI S of SoBay at US-27' (1) ·
'AT 141st ST ' (1) ·
'AT 74TH AVE. ' (1) ·
'AT CR-615 (66TH AVE.) ' (1) ·
'AT SOUTHSIDE OF SR-80 ' (1) ·
'INSIDE RIVERSIDE PARK ' (1) ·
'SR-91 FL TPK OVER SR-808 ' (1) ·
SR-520 - Indian River Relief (1)
Latitude 016:
26220464 (1) ·
26243201 (1) ·
26252844 (1) ·
26270705 (1) ·
26284041 (1) ·
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29004760 (1) ·
29095886 (1)
Longitude 017:
80023337 (1) ·
80041914 (1) ·
80044085 (1) ·
80052654 (1) ·
80053227 (1) ·
80054787 (1) ·
80075210 (1) ·
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80274465 (1) ·
80274529 (1) ·
80284675 (1) ·
80365044 (1) ·
80365155 (1) ·
80365186 (1) ·
80391185 (1) ·
80423456 (1) ·
80423700 (1) ·
80423874 (1) ·
80424695 (1) ·
80492277 (1) ·
80545465 (1) ·
81091698 (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)
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 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 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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