Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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ObjectID:
12260 (1) ·
12270 (1) ·
12272 (1) ·
13776 (1) ·
13777 (1) ·
13784 (1) ·
13796 (1) ·
13797 (1) ·
13802 (1) ·
15174 (1) ·
15189 (1) ·
15191 (1) ·
15620 (1) ·
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15831 (1) ·
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15851 (1) ·
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16098 (1) ·
16109 (1) ·
17896 (1)
County 003:
Place 004:
Route 005d: (Click arrow to add another value)
Direction 005e:
Features 006a:
'C-51 Canal ' (1) ·
'CANAL C-24 ' (1) ·
'Canal to Bulow Creek ' (1) ·
'CITY OF WPB CANAL ' (1) ·
'COLLIER WATERWAY ' (1) ·
'E-1-E CANAL ' (1) ·
'ELKCAM WATERWAY ' (1) ·
'Goat Creek ' (1) ·
'Groover Creek ' (1) ·
'I 95 SR 9 ' (1) ·
'Konomac Canal ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD LATERAL 14 CANAL ' (1) ·
'MAIN CANAL ' (1) ·
'RELIEF CANAL ' (1) ·
'Sebastian Canal East ' (1) ·
'Sebastian Canal West ' (1) ·
'TEN MILE CREEK ' (1) ·
'Trib to Groover Creek ' (1) ·
'Turkey Creek ' (1) ·
'Turnbull Creek (East) ' (1) ·
'Turnbull Creek (West) ' (1)
Critical 006b:
Facility 007:
'AUSTRALIAN AVE SB ' (1) ·
'Briar Creek Blvd. ' (1) ·
'COUNTRY CLUB DRIVE' (1) ·
'CRESTHAVEN BLVD ' (1) ·
'ENGLAR DRIVE ' (1) ·
'Fort Florida Road ' (1) ·
'GORDY ROAD ' (1) ·
'Haverhill Rd ' (1) ·
'Hood Road ' (1) ·
'LAKERIDGE BLVD ' (1) ·
'LYONS ROAD ' (1) ·
'Old Kings Rd ' (1) ·
'PERIWINKLE DRIVE ' (1) ·
'PONCE DE LEON ST ' (1) ·
'ROYAL PALM BCH BLV' (1) ·
'ROYAL PLM BH BL NB' (1) ·
'S. VERDE TRAIL ' (1) ·
'SANDALFOOT BLVD ' (1) ·
'SAVONA BLVD. ' (1) ·
'SW 18th Street ' (1) ·
'SW THIRD ST ' (1) ·
'Tadlock Ave. ' (1) ·
'Tymber Creek Road ' (1) ·
'VIA DELRAY BLVD ' (1) ·
'Volco Road ' (1) ·
'W. CAMINO REAL ' (1) ·
'Wilden Road ' (1)
Number 008:
704085 (1) ·
704086 (1) ·
704191 (1) ·
705500 (1) ·
794072 (1) ·
794074 (1) ·
794082 (1) ·
794131 (1) ·
794133 (1) ·
794162 (1) ·
884053 (1) ·
885601 (1) ·
885603 (1) ·
930197 (1) ·
930398 (1) ·
934278 (1) ·
934295 (1) ·
934313 (1) ·
934326 (1) ·
934402 (1) ·
934403 (1) ·
934406 (1) ·
934427 (1) ·
934903 (1) ·
934927 (1) ·
937350 (1) ·
937351 (1) ·
937352 (1) ·
937355 (1) ·
944010 (1) ·
945256 (1)
Location 009:
'.15 mi W of Fleming Grant' (1) ·
'0.1 mi W of Fleming Grant' (1) ·
'0.1MI N OF OKEECHOBEE BLV' (1) ·
'0.25 mi N of Valkaria Rd ' (1) ·
'0.25 mi. N of County Line' (1) ·
'0.2MI E OF US-441 (SR-7) ' (1) ·
'0.3MI E OF SR-7 US-441 ' (1) ·
'0.3MI N OF OKEECHOBEE BLV' (1) ·
'0.3MI S OF 45TH STREET ' (1) ·
'0.5MI N of GATLIN BLVD. ' (1) ·
'0.5MI W OF HAVERHILL ROAD' (1) ·
'0.5MI W OF MILITARY TRAIL' (1) ·
'0.6 mi S of Pt Malabar Bl' (1) ·
'0.7 Mi N of Old Dixie Hwy' (1) ·
'0.8MI N OF LANTANA ROAD ' (1) ·
'0.8MI N OF SR 80 ' (1) ·
'0.8MI SOUTH OF SR-70 ' (1) ·
'0.9MI W OF SCHUMANN RD ' (1) ·
'1.3MI N OF SR-80 ' (1) ·
'1.5 mile North of SR 786 ' (1) ·
'1.6 miles North of SR-40 ' (1) ·
'1.8MI N OF CR 510 ' (1) ·
'2.2 mi West of US-17/92 ' (1) ·
'3.0 miles North of SR-40 ' (1) ·
'3.0 Miles West of US-1 ' (1) ·
'3.3 Miles West of US-1 ' (1) ·
'50FT. S OF 30TH STREET ' (1) ·
'At S Military Trail ' (1) ·
'At SR-7/US-441 ' (1) ·
'AT SR-809 / WCAMINOREA ' (1) ·
'S of Southrn/Haverhll Int' (1)
Latitude 016:
26195500 (1) ·
26200974 (1) ·
26203879 (1) ·
26204432 (1) ·
26212624 (1) ·
26235178 (1) ·
26283319 (1) ·
26360809 (1) ·
26381235 (1) ·
26403896 (1) ·
26412989 (1) ·
26415540 (1) ·
26423137 (1) ·
26423784 (1) ·
26445565 (1) ·
26515340 (1) ·
27161021 (1) ·
27241068 (1) ·
27385877 (1) ·
27453074 (1) ·
27464133 (1) ·
27512287 (1) ·
27512302 (1) ·
27580021 (1) ·
28003795 (1) ·
28515436 (1) ·
28543436 (1) ·
28544228 (1) ·
29163799 (1) ·
29174390 (1) ·
29245056 (1)
Longitude 017:
80041713 (1) ·
80070200 (1) ·
80070400 (1) ·
80071317 (1) ·
80074489 (1) ·
80074514 (1) ·
80074527 (1) ·
80075055 (1) ·
80112200 (1) ·
80115311 (1) ·
80120027 (1) ·
80121006 (1) ·
80131606 (1) ·
80134407 (1) ·
80134651 (1) ·
80134748 (1) ·
80231068 (1) ·
80232401 (1) ·
80235669 (1) ·
80284214 (1) ·
80290638 (1) ·
80312618 (1) ·
80312721 (1) ·
80325084 (1) ·
80355219 (1) ·
80543046 (1) ·
80544759 (1) ·
81074630 (1) ·
81074819 (1) ·
81085329 (1) ·
81205307 (1)
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
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) ·
N/A (1)
Culvert 062:
Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. (1) ·
N/A (1) ·
Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. (1)
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 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:
Showing below up to 31 results in range #1 to #31.
