Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Direction 005e:
Features 006a:
'C-15 Canal ' (1) ·
'Canal ' (1) ·
'CANAL C-24 ' (1) ·
'Canal to Bulow Creek ' (1) ·
'CITY OF WPB CANAL ' (1) ·
'COLLIER WATERWAY ' (1) ·
'Deep Creek ' (1) ·
'E-1-E CANAL ' (1) ·
'ELKCAM WATERWAY ' (1) ·
'Groover Creek ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'Melb Tillman Canal 37 ' (1) ·
'RELIEF CANAL ' (1) ·
'Trib to Groover Creek ' (1)
Critical 006b:
Facility 007:
'AUSTRALIAN AVE SB ' (1) ·
'CRESTHAVEN BLVD ' (1) ·
'ENGLAR DRIVE ' (1) ·
'Malabar Rd ' (1) ·
'Old Kings Rd ' (1) ·
'PERIWINKLE DRIVE ' (1) ·
'PONCE DE LEON ST ' (1) ·
'ROYAL PALM BCH BLV' (1) ·
'ROYAL PLM BH BL NB' (1) ·
'SANDALFOOT BLVD ' (1) ·
'SAVONA BLVD. ' (1) ·
'SB I 95 SR 9 ' (1) ·
'SW THIRD ST ' (1) ·
'Tymber Creek Road ' (1) ·
'US-17 ' (1) ·
'VIA DELRAY BLVD ' (1) ·
'W. CAMINO REAL ' (1)
Number 008:
704004 (1) ·
705953 (1) ·
790002 (1) ·
794072 (1) ·
794074 (1) ·
794082 (1) ·
885601 (1) ·
885603 (1) ·
930184 (1) ·
934278 (1) ·
934326 (1) ·
934402 (1) ·
934403 (1) ·
934406 (1) ·
934427 (1) ·
937350 (1) ·
937351 (1) ·
937352 (1) ·
937355 (1) ·
945256 (1)
Location 009:
'0.1 mi E of Minton Rd ' (1) ·
'0.1MI N OF OKEECHOBEE BLV' (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) ·
'0.7 Mi N of Old Dixie Hwy' (1) ·
'0.8MI N OF SR 80 ' (1) ·
'0.9MI W OF SCHUMANN RD ' (1) ·
'1 mile S of Linton Blvd ' (1) ·
'1.3MI N OF SR-80 ' (1) ·
'1.6 miles North of SR-40 ' (1) ·
'1.8MI N OF CR 510 ' (1) ·
'2.5 Miles West of CR-509 ' (1) ·
'3.0 miles North of SR-40 ' (1) ·
'At SR-7/US-441 ' (1) ·
'AT SR-809 / WCAMINOREA ' (1) ·
'US-17 over Deep Creek ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
Service On 042a:
Service Under 042b: (Click arrow to add another value)
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 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)
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)
Future 114:
Clearance 116:
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