Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- definition (254)
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Direction 005e:
Features 006a:
'Bulow Creek ' (1) ·
'C-18 Canal ' (1) ·
'E-3 CANAL ' (1) ·
'I-95 ' (1) ·
'LEVEE NO.8 ' (1) ·
'Little Cow Creek ' (1) ·
'N RELIEF CANAL ' (1) ·
'NORTH RELIEF CANAL ' (1) ·
'Rose Bay Canal ' (1) ·
'Samsula Canal ' (1) ·
'SR-91 (FL TURNPIKE) ' (1) ·
'Taylor Creek(C-25 Canal)' (1) ·
'Underhill Slough ' (1)
Critical 006b:
Facility 007:
'Cow Creek Road ' (1) ·
'CR 613 (58TH AVE) ' (1) ·
'CR-516 ' (1) ·
'CR5A OLD DIXIE HWY' (1) ·
'Hunting Camp Road ' (1) ·
'Lake Harney Road ' (1) ·
'Main Street ' (1) ·
'Samsula Drive ' (1) ·
'SR-5 (U.S. 1) ' (1) ·
'SR-80WB (Southern)' (1) ·
'ST LUCIE W BLVD WB' (1) ·
'US 98 (SR 80) ' (1) ·
'Walter Boardman Ln' (1) ·
'WB SR-710 ' (1)
Number 008:
700188 (1) ·
794050 (1) ·
794122 (1) ·
794126 (1) ·
794130 (1) ·
794184 (1) ·
794185 (1) ·
880062 (1) ·
884055 (1) ·
930362 (1) ·
930407 (1) ·
930439 (1) ·
940009 (1) ·
949901 (1)
Location 009:
'0.1MI W OF BAYSHORE BLVD.' (1) ·
'0.2 mile East of US-1 ' (1) ·
'0.4MI N OF 49TH ST. ' (1) ·
'0.6 Mile South of SR-442 ' (1) ·
'0.9 mi E of Old Dixie Hwy' (1) ·
'0.9MI N OF CR-630 ' (1) ·
'1.0 mi. S of SR-44 ' (1) ·
'1.25mi N of SR-68 ' (1) ·
'1.3 miles South of SR-44 ' (1) ·
'3 Miles West of SR-786 ' (1) ·
'4 Mi South of Maytown Rd.' (1) ·
'CR-516 over I-95 ' (1) ·
'PUMP STA AT 20 MI BEND ' (1) ·
'Southern Blvd / E-3 Canal' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
Service On 042a: (Click arrow to add another value)
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061:
Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. (1) ·
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:
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) ·
Large spalls, heavy scaling, wide cracks, considerable efflorescence or opened construction joint permitting loss of backfill. Considerable settlement or misalignment. Considerable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection throughout, extensive 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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