Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
- News Link (111)
- Organization (18)
- Waterbody (27)
- bridge (13)
- bridge data (1468)
- definition (254)
- fips (487)
- repository (98)
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- weblink (123)
Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Features 006a:
'C-15 Canal ' (1) ·
'C-23 CANAL ' (1) ·
'Canal ' (1) ·
'CITY OF WPB CANAL ' (1) ·
'COLLIER WATERWAY ' (1) ·
'Crane Creek Canal L-7 ' (1) ·
'Deep Creek ' (1) ·
'E-1-E CANAL ' (1) ·
'ELKCAM WATERWAY ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 (SR-9) ' (1) ·
'LOXAHATCHEE RIVER ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'Melb Tillman Canal 37 ' (1) ·
'RELIEF CANAL ' (1) ·
'SR-513 ' (1) ·
'W Camino Real ' (1) ·
'W. Camino Real ' (1)
Critical 006b:
Facility 007:
'AUSTRALIAN AVE SB ' (1) ·
'CRESTHAVEN BLVD ' (1) ·
'ENGLAR DRIVE ' (1) ·
'Fountainhead Blvd.' (1) ·
'I 95 NB ' (1) ·
'I 95 SB ' (1) ·
'Malabar Rd ' (1) ·
'MURPHY RD ' (1) ·
'PERIWINKLE DRIVE ' (1) ·
'PONCE DE LEON ST ' (1) ·
'ROYAL PALM BCH BLV' (1) ·
'ROYAL PLM BH BL NB' (1) ·
'SANDALFOOT BLVD ' (1) ·
'SB I 95 SR 9 ' (1) ·
'SE ISLAND WAY ROAD' (1) ·
'SR-404 EB ' (1) ·
'SR-404 WB ' (1) ·
'SR-407 ' (1) ·
'SW 18th Street ' (1) ·
'SW THIRD ST ' (1) ·
'US-17 ' (1) ·
'VIA DELRAY BLVD ' (1) ·
'W. CAMINO REAL ' (1)
Number 008:
700083 (1) ·
700091 (1) ·
700149 (1) ·
704004 (1) ·
705603 (1) ·
705953 (1) ·
790002 (1) ·
885601 (1) ·
885603 (1) ·
894003 (1) ·
894019 (1) ·
930184 (1) ·
930187 (1) ·
930197 (1) ·
930198 (1) ·
934278 (1) ·
934326 (1) ·
934402 (1) ·
934403 (1) ·
934406 (1) ·
934427 (1) ·
937350 (1) ·
937351 (1) ·
937352 (1) ·
937355 (1)
Location 009:
'0.1 mi E of Minton Rd ' (1) ·
'0.1 mi E of Wickham Road ' (1) ·
'0.1MI N OF OKEECHOBEE BLV' (1) ·
'0.25 mi. N of County Line' (1) ·
'0.2MI E of LOXAHATCHEE RD' (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 W OF HAVERHILL ROAD' (1) ·
'0.5MI W OF MILITARY TRAIL' (1) ·
'0.8MI N OF SR 80 ' (1) ·
'0.9MI W OF SCHUMANN RD ' (1) ·
'1 mile S of Linton Blvd ' (1) ·
'1.1 mi. N of Broward line' (1) ·
'1.1MI NW OF HIGH MEADOW ' (1) ·
'1.1mil N. of Broward line' (1) ·
'1.3MI N OF SR-80 ' (1) ·
'1.8MI N OF CR 510 ' (1) ·
'2.5 Miles West of CR-509 ' (1) ·
'4.2MI NORTH OF SR-528 ' (1) ·
'At SR-7/US-441 ' (1) ·
'AT SR-809 / WCAMINOREA ' (1) ·
'SR-404 EB over SR-513 ' (1) ·
'SR-404 WB - SR-513 ' (1) ·
'US-17 over Deep Creek ' (1)
Latitude 016:
26195500 (1) ·
26200974 (1) ·
26203879 (1) ·
26203900 (1) ·
26204432 (1) ·
26252840 (1) ·
26283319 (1) ·
26381235 (1) ·
26412989 (1) ·
26415540 (1) ·
26423137 (1) ·
26423784 (1) ·
26445565 (1) ·
26582879 (1) ·
27120310 (1) ·
27453074 (1) ·
27464133 (1) ·
27595640 (1) ·
27595668 (1) ·
28070604 (1) ·
28124563 (1) ·
28124610 (1) ·
28300578 (1) ·
29094796 (1)
Longitude 017:
80041713 (1) ·
80052490 (1) ·
80070200 (1) ·
80070450 (1) ·
80070535 (1) ·
80074489 (1) ·
80074527 (1) ·
80075055 (1) ·
80081246 (1) ·
80115311 (1) ·
80121006 (1) ·
80131606 (1) ·
80134407 (1) ·
80134651 (1) ·
80134748 (1) ·
80174285 (1) ·
80284214 (1) ·
80290638 (1) ·
80362348 (1) ·
80362349 (1) ·
80401763 (1) ·
80401800 (1) ·
80424614 (1) ·
80501889 (1) ·
81232561 (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:
Deck 058:
Superstructure 059:
Substructure 060: (Click arrow to add another value)
Channel 061:
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:
Rebuilt 106:
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 25 results in range #1 to #25.
