Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
12260 (1) ·
12270 (1) ·
12272 (1) ·
13787 (1) ·
13788 (1) ·
13796 (1) ·
13797 (1) ·
13802 (1) ·
15174 (1) ·
15254 (1) ·
15690 (1) ·
15698 (1) ·
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19458 (1)
County 003:
Place 004:
Direction 005e:
Features 006a:
'C-18 Canal ' (1) ·
'C-51 Canal ' (1) ·
'CANAL C-108 ' (1) ·
'CANAL C-73 ' (1) ·
'CANAL E-105 ' (1) ·
'CANAL E-106 ' (1) ·
'CANAL E-114 ' (1) ·
'CANAL E-12/E-84 ' (1) ·
'CANAL E-14 ' (1) ·
'CANAL E-8 ' (1) ·
'CANAL E-84 ' (1) ·
'Goat Creek ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 (SR-9) ' (1) ·
'Konomac Canal ' (1) ·
'LWDD CANAL E-1 ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD LAT 17 CANAL ' (1) ·
'MAIN CANAL ' (1) ·
'Palm Beach Canal C-51 ' (1) ·
'RELIEF CANAL ' (1) ·
'Sebastian Canal East ' (1) ·
'Sebastian Canal West ' (1) ·
'Spruce Creek ' (1) ·
'SR 706 & I-95/SR706 Ramp' (1) ·
'SR 706 To NB I 95 ' (1) ·
'Ten Mile Creek ' (1) ·
'Turkey Creek ' (1) ·
'Turnbull Creek ' (1) ·
'Turnbull Creek (East) ' (1) ·
'Turnbull Creek (West) ' (1) ·
'W. Relief Indian River ' (1)
Critical 006b:
Facility 007:
'Briar Creek Blvd. ' (1) ·
'CENTRAL PK BL S EB' (1) ·
'COLUMBUS DR. ' (1) ·
'CONGRESS AVE SB ' (1) ·
'COUNTRY CLUB DRIVE' (1) ·
'DARWIN BLVD ' (1) ·
'Fort Florida Road ' (1) ·
'GETTYSBURG DR ' (1) ·
'GRANDVIEW WAY ' (1) ·
'Hood Road ' (1) ·
'JEANNE AVE ' (1) ·
'Jensen Bch. Cswy. ' (1) ·
'KESTOR DR ' (1) ·
'LAKERIDGE BLVD ' (1) ·
'NORTH QUICK CIRCLE' (1) ·
'PAAR DR ' (1) ·
'PAAR DR. ' (1) ·
'Park Road ' (1) ·
'Pioneer Trail ' (1) ·
'Pioneer Trail ' (1) ·
'PORT ST LUCIE BLVD' (1) ·
'ROYAL PLM BH BL SB' (1) ·
'SAVAGE BLVD. ' (1) ·
'SAVONA BLVD. ' (1) ·
'SB I 95 SR 9 Ramp ' (1) ·
'SR-5/S. Olive Ave.' (1) ·
'Tadlock Ave. ' (1) ·
'UNDALLO RD ' (1) ·
'Volco Road ' (1) ·
'WALLIS ROAD ' (1) ·
'WB SR-70 ' (1) ·
'WB SR706 to SB 95 ' (1) ·
'WB SR706 to SB I95' (1) ·
'Wilden Road ' (1)
Number 008:
704085 (1) ·
704086 (1) ·
704191 (1) ·
705500 (1) ·
794117 (1) ·
794118 (1) ·
794131 (1) ·
794133 (1) ·
794162 (1) ·
884053 (1) ·
890138 (1) ·
930367 (1) ·
930380 (1) ·
930385 (1) ·
930390 (1) ·
930394 (1) ·
930398 (1) ·
930801 (1) ·
934223 (1) ·
934331 (1) ·
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934927 (1) ·
937362 (1) ·
937366 (1) ·
940120 (1) ·
945255 (1) ·
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945261 (1) ·
945262 (1) ·
945263 (1) ·
945264 (1) ·
945265 (1) ·
945266 (1) ·
945267 (1)
Location 009:
'.15 mi W of Fleming Grant' (1) ·
'.5mi East US1 Lakeworth ' (1) ·
'0.1 mi W of Fleming Grant' (1) ·
'0.15 mi East of Bay Drive' (1) ·
'0.1MI N OF BELVEDERE ROAD' (1) ·
'0.1MI W of N QUICK CIRCLE' (1) ·
'0.25 mi N of Valkaria Rd ' (1) ·
'0.2MI E OF US-441 (SR-7) ' (1) ·
'0.3M N OF OKEECHOBEE BLV ' (1) ·
'0.3MI E OF DARWIN BLVD ' (1) ·
'0.3MI W of DARWIN BLVD. ' (1) ·
'0.4MI S OF PAAR DRIVE ' (1) ·
'0.4MI W OF PORT ST LUCIE ' (1) ·
'0.5 MI W OF HAVERHILL RD ' (1) ·
'0.5Mi S of PAAR DRIVE ' (1) ·
'0.6 mi S of Pt Malabar Bl' (1) ·
'0.6Mi S OF CR-812 ' (1) ·
'0.7MI S OF PAAR DRIVE ' (1) ·
'0.7MI Wof SW DARWIN BLVD.' (1) ·
'0.8MI N OF SW BECKER RD ' (1) ·
'0.9MI S OF PAAR DRIVE ' (1) ·
'1.2MI W OF PORT ST. LUCIE' (1) ·
'1.3 miles East of CR-415 ' (1) ·
'1.5 mile North of SR 786 ' (1) ·
'1.6MI N OF GATLIN BLVD. ' (1) ·
'2.2 mi West of US-17/92 ' (1) ·
'2.6MI W OF SEMINOLE PRATT' (1) ·
'3.0 Miles West of US-1 ' (1) ·
'3.3 Miles West of US-1 ' (1) ·
'3.9 mi. W of FL Turnpike ' (1) ·
'50FT. S OF 30TH STREET ' (1) ·
'AT US-441 (SR-7) ' (1) ·
'I 95 SR 706 Interchange ' (1) ·
'I-95 / SR 706 interchange' (1) ·
'SR 706 to I 95 Ramp ' (1) ·
'W. of Jensen Bch. Cswy. ' (1)
Latitude 016:
26211596 (1) ·
26235178 (1) ·
26344631 (1) ·
26383900 (1) ·
26405332 (1) ·
26410344 (1) ·
26414262 (1) ·
26423785 (1) ·
26515340 (1) ·
26554560 (1) ·
26560606 (1) ·
26561100 (1) ·
26561248 (1) ·
27124842 (1) ·
27125212 (1) ·
27125867 (1) ·
27130073 (1) ·
27130163 (1) ·
27130199 (1) ·
27130362 (1) ·
27130777 (1) ·
27131422 (1) ·
27132776 (1) ·
27132857 (1) ·
27150311 (1) ·
27165946 (1) ·
27233900 (1) ·
27385877 (1) ·
27512287 (1) ·
27512302 (1) ·
27580021 (1) ·
28003795 (1) ·
28515436 (1) ·
28543436 (1) ·
28544228 (1) ·
29013457 (1) ·
29030188 (1)
Longitude 017:
80030866 (1) ·
80052320 (1) ·
80070400 (1) ·
80074249 (1) ·
80085370 (1) ·
80085830 (1) ·
80090063 (1) ·
80090683 (1) ·
80120027 (1) ·
80121056 (1) ·
80123486 (1) ·
80133779 (1) ·
80134460 (1) ·
80205419 (1) ·
80205945 (1) ·
80210453 (1) ·
80212173 (1) ·
80213453 (1) ·
80214187 (1) ·
80214259 (1) ·
80220192 (1) ·
80221889 (1) ·
80224460 (1) ·
80230070 (1) ·
80232401 (1) ·
80232953 (1) ·
80252443 (1) ·
80273077 (1) ·
80312618 (1) ·
80312721 (1) ·
80325084 (1) ·
80355219 (1) ·
80543046 (1) ·
80544759 (1) ·
80572813 (1) ·
81024737 (1) ·
81205307 (1)
Owner 022:
Built 027: (Click arrow to add another value)
Lanes 028a: (Click arrow to add another value)
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
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 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:
Clearance 116:
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