Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
12155 (1) ·
12162 (1) ·
12208 (1) ·
12250 (1) ·
12287 (1) ·
13658 (1) ·
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19366 (1) ·
19535 (1) ·
19536 (1)
County 003:
Place 004:
Route 005d:
Features 006a:
'BESSEY CREEK ' (1) ·
'C-15 Canal ' (1) ·
'Canal ' (1) ·
'CITY OF WPB CANAL ' (1) ·
'COLLIER WATERWAY ' (1) ·
'Danforth Creek ' (1) ·
'Deep Creek ' (1) ·
'E-1 Canal ' (1) ·
'E-1-E CANAL ' (1) ·
'ELKCAM WATERWAY ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 (SR-9) ' (1) ·
'LIPTOG CANAL ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'Melb Tillman Canal 37 ' (1) ·
'RELIEF CANAL ' (1) ·
'SR-513 ' (1) ·
'SR-76 & St. Lucie Canal ' (1) ·
'W Camino Real ' (1) ·
'W. Camino Real ' (1)
Critical 006b:
Facility 007:
'AUSTRALIAN AVE SB ' (1) ·
'CRESTHAVEN BLVD ' (1) ·
'ENGLAR DRIVE ' (1) ·
'I 95 NB ' (1) ·
'I 95 SB ' (1) ·
'Malabar Rd ' (1) ·
'MURPHY RD ' (1) ·
'PERIWINKLE DRIVE ' (1) ·
'PINE RIDGE WAY ' (1) ·
'PONCE DE LEON ST ' (1) ·
'ROYAL PALM BCH BLV' (1) ·
'ROYAL PLM BH BL NB' (1) ·
'ROYAL PLM BH BL SB' (1) ·
'SANDALFOOT BLVD ' (1) ·
'SB I 95 SR 9 ' (1) ·
'SR-404 EB ' (1) ·
'SR-404 WB ' (1) ·
'SR-407 ' (1) ·
'SR-808 (Glades Rd)' (1) ·
'SW 18th Street ' (1) ·
'SW THIRD ST ' (1) ·
'US-17 ' (1) ·
'US-441 SR-15 ' (1) ·
'VIA DELRAY BLVD ' (1) ·
'VILLAGE BLVD (NB) ' (1) ·
'VILLAGE BLVD (SB) ' (1) ·
'W. CAMINO REAL ' (1) ·
'WB SR - 714 ' (1)
Number 008:
700083 (1) ·
700091 (1) ·
700149 (1) ·
704004 (1) ·
705953 (1) ·
790002 (1) ·
885601 (1) ·
885603 (1) ·
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937714 (1)
Location 009:
'0.1 mi E of Minton Rd ' (1) ·
'0.1MI N OF OKEECHOBEE BLV' (1) ·
'0.25 mi. N of County Line' (1) ·
'0.3MI E OF SR-7 US-441 ' (1) ·
'0.3MI N OF OKEECHOBEE BLV' (1) ·
'0.3MI S OF 45TH STREET ' (1) ·
'0.4MI NW OF HIGH MEADOW ' (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) ·
'1.1mil N. of Broward line' (1) ·
'1.3MI N OF SR-80 ' (1) ·
'1.8MI N OF CR 510 ' (1) ·
'2.5 mi East of TPK Exit ' (1) ·
'2.5 Miles West of CR-509 ' (1) ·
'2MI N OF OKEECHOBEE BLV ' (1) ·
'2Mi S of 45TH ST CR-702 ' (1) ·
'4.2MI NORTH OF SR-528 ' (1) ·
'50FT W OF VILLAGE BLVD ' (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) ·
'SR-808 at SR-7 Boca Raton' (1) ·
'US-17 over Deep Creek ' (1) ·
'US-441 and SR-76 ' (1)
Latitude 016:
26195500 (1) ·
26200974 (1) ·
26203879 (1) ·
26203900 (1) ·
26204432 (1) ·
26220386 (1) ·
26252840 (1) ·
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28300578 (1) ·
29094796 (1)
Longitude 017:
80041713 (1) ·
80052490 (1) ·
80053153 (1) ·
80053241 (1) ·
80060815 (1) ·
80070200 (1) ·
80070450 (1) ·
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80134407 (1) ·
80134651 (1) ·
80134748 (1) ·
80161373 (1) ·
80175123 (1) ·
80284214 (1) ·
80290638 (1) ·
80362348 (1) ·
80362349 (1) ·
80370127 (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 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:
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)
Future 114:
Clearance 116:
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