Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003:
Place 004:
Route 005d: (Click arrow to add another value)
Direction 005e:
Features 006a:
'BRANCH OF ICWW ' (1) ·
'DANFORTH CREEK ' (1) ·
'FEC RR & Georgia Ave. ' (1) ·
'Halifax River ' (1) ·
'HAULOVER CANAL ' (1) ·
'HILLSBORO CANAL L-14 ' (1) ·
'HILLSBORO L-14 CANAL ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'Little Haw Creek ' (1) ·
'MIAMI CANAL ' (1) ·
'Sebastian Canal ' (1) ·
'WPB CANAL C-51 ' (1)
Critical 006b:
Facility 007:
'CORKSCREW BLVD. ' (1) ·
'COURTENAY PARKWAY ' (1) ·
'CR-812 OCEAN AVE ' (1) ·
'DONALD ROSS RD EB ' (1) ·
'DONALD ROSS RD WB ' (1) ·
'E. CAMINO REAL ' (1) ·
'G BUSH BLVD(NE8TH)' (1) ·
'Highbridge Road ' (1) ·
'JUPITER ISLAND PK ' (1) ·
'KIRK ROAD ' (1) ·
'LINTON BLVD. ' (1) ·
'Main Street ' (1) ·
'MAPP ROAD ' (1) ·
'Micco Rd. ' (1) ·
'NW 2ND ST ' (1) ·
'NW 5TH STREET ' (1) ·
'Old Daytona Rd ' (1) ·
'SUMMIT BLVD ' (1) ·
'US-98 (SR-80) ' (1)
Number 008:
703004 (1) ·
704035 (1) ·
794004 (1) ·
794025 (1) ·
794065 (1) ·
894059 (1) ·
930026 (1) ·
930030 (1) ·
930053 (1) ·
930322 (1) ·
930360 (1) ·
934126 (1) ·
934160 (1) ·
934161 (1) ·
934201 (1) ·
934369 (1) ·
934408 (1) ·
934502 (1) ·
934751 (1)
Location 009:
'.25m W of US-1 on US-98 ' (1) ·
'0.1 MILE NORTH OF SR-714 ' (1) ·
'0.1Mi W of Marsh Road ' (1) ·
'0.2MI EAST OF US-1 (SR-5)' (1) ·
'0.2MI S OF US-27 ' (1) ·
'0.3 Mile East of US-1 ' (1) ·
'0.3 Mile West of SR-A1A ' (1) ·
'0.3MI E OF US-1 ' (1) ·
'0.4 MI W of SR-7 (US-441)' (1) ·
'0.5 Mi W of SR-A1A ' (1) ·
'0.5MI N OF JUPITER BCH RD' (1) ·
'0.6MI E OF US-1 ' (1) ·
'0.8MI WEST OF US-1 ' (1) ·
'2 mi West of US-1 ' (1) ·
'500FT WEST OF I-95 ' (1) ·
'750FT W OF SR-7 (US-441) ' (1) ·
'8.6 MILES SOUTH OF US 1 ' (1) ·
'AT SR-80 SOUTHERN BLVD ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a: (Click arrow to add another value)
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) ·
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:
Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting (1) ·
N/A (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 is scour critical; bridge foundations determined to be unstable for assessed or calculated scour conditions: Scour within limits of footing or piles. Scour below spread-footing base or pile tips. (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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