Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
12155 (1) ·
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County 003:
Place 004:
Route 005d:
Features 006a:
'Canal ' (1) ·
'CANAL C-24 ' (1) ·
'COLLIER WATERWAY ' (1) ·
'Danforth Creek ' (1) ·
'Deep Creek ' (1) ·
'E-1 Canal ' (1) ·
'ELKCAM WATERWAY ' (1) ·
'Halifax River IWW ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 (SR-9) ' (1) ·
'Lake Ashby Canal ' (1) ·
'LIPTOG CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'Melb Tillman Canal 37 ' (1) ·
'Palmetto Park Road ' (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:
'CRESTHAVEN BLVD ' (1) ·
'ENGLAR DRIVE ' (1) ·
'I 95 NB ' (1) ·
'I 95 SB ' (1) ·
'Lake Ashby Road ' (1) ·
'Malabar 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) ·
'SAVONA BLVD. ' (1) ·
'SR-40 ' (1) ·
'SR-404 EB ' (1) ·
'SR-404 WB ' (1) ·
'SR-407 ' (1) ·
'SR-808 (Glades Rd)' (1) ·
'SW 18th Street ' (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) ·
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700149 (1) ·
704004 (1) ·
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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 N OF OKEECHOBEE BLV' (1) ·
'0.5MI N of GATLIN BLVD. ' (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) ·
'1.1 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) ·
'200ft. East of SR-415 ' (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-809 / WCAMINOREA ' (1) ·
'Boca Raton ' (1) ·
'SR-40 over IWW ' (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) ·
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Longitude 017:
80053153 (1) ·
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80060815 (1) ·
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80362349 (1) ·
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80401800 (1) ·
80424614 (1) ·
80501889 (1) ·
81030614 (1) ·
81060951 (1) ·
81232561 (1)
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a: (Click arrow to add another value)
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 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 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:
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