Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
12227 (1) ·
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County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'BOYNTON CANAL C-16 ' (1) ·
'BOYNTON CANAL C-16 ' (1) ·
'Canal ' (1) ·
'CANAL C-24 ' (1) ·
'CORAL GARDENS OUTFALL ' (1) ·
'CR 709 & FECRR ' (1) ·
'Drainage Canal ' (1) ·
'E-3 CANAL ' (1) ·
'Galiano Rd & C-24 Canal ' (1) ·
'Galiano Rd. & C-24 Canal' (1) ·
'Gatlin Blvd ' (1) ·
'Intracoastal Waterway ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'M CANAL ' (1) ·
'MAIN CANAL VERO BEACH ' (1) ·
'MAPLE CREEK ' (1) ·
'Sebastian Canal ' (1) ·
'SFC CANAL NO 1 ' (1) ·
'SFC DIST CANAL NO 1 ' (1) ·
'SR-507 ' (1) ·
'SR-91 (FL TPK) ' (1) ·
'ST LUCIE CANAL ' (1) ·
'Ten Mile Creek ' (1) ·
'US-1 & FECRR ' (1) ·
'WEST PALM BEACH CANAL ' (1) ·
'WILLOUGHBY CREEK ' (1)
Critical 006b:
Facility 007:
'Babcock Street ' (1) ·
'BISCAYNE DRIVE ' (1) ·
'CONGRESS AVE ' (1) ·
'CR-76A ' (1) ·
'HARRIS RD ' (1) ·
'HURON WAY ' (1) ·
'LAWRENCE ROAD ' (1) ·
'MAPP RD ' (1) ·
'NB I-95 (SR 9) ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'NEW ENGLAND BLVD ' (1) ·
'NORFOLK BLVD. ' (1) ·
'Old Dixie Highway ' (1) ·
'Pinehurst Ave N ' (1) ·
'SB I-95 (SR 9) ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SE ST LUCIE BLVD ' (1) ·
'SOUTH BEND BLVD. ' (1) ·
'SR-44 ' (1) ·
'SR-50 ' (1) ·
'SR-507 ' (1) ·
'US-1 (SR-5) ' (1) ·
'W LAKE RD CR-717 ' (1) ·
'WB PGA Blvd. ' (1)
Number 008:
700178 (1) ·
700186 (1) ·
704042 (1) ·
704045 (1) ·
790128 (1) ·
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880085 (1) ·
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945251 (1)
Location 009:
'.5 miles South of SR-70 ' (1) ·
'.75 Mile South Midway Rd.' (1) ·
'0.1Mi E of ONTARIO DRIVE ' (1) ·
'0.1MI E OF US-441 SR-7 ' (1) ·
'0.1MI. E of KANNER HWY ' (1) ·
'0.2 MI SOUTH OF 45TH ST ' (1) ·
'0.2MI S OF FLORESTA DR ' (1) ·
'0.5 MI W OF HAVERHILL RD ' (1) ·
'0.75 Mile North of SR-60 ' (1) ·
'0.7MI S OF 45TH STREET ' (1) ·
'0.8Mi N OF BOYNTON BCH B ' (1) ·
'0.8Mi NORTH OF CR-804 ' (1) ·
'0.9 mi N of Wickham Rd ' (1) ·
'1.5 Mi. S of SR-70 ' (1) ·
'1.5 Mile West of SR-76 ' (1) ·
'1.8MI W OF SR-15 ' (1) ·
'1.9MI S of CR-714 ' (1) ·
'1/2MI S of INDIAN ST. ' (1) ·
'1000'W of SR5 & E ofSR811' (1) ·
'2 mi. N of Gatlin Blvd. ' (1) ·
'4.3 m N of Martin Co Line' (1) ·
'4.3 mi S of Wltr Brdmn Ln' (1) ·
'4.5 mi S of Wltr Brdmn Ln' (1) ·
'8 mi South of Malabar Rd ' (1) ·
'AT TEDDAR ROAD ' (1) ·
'SR-44 over US-1 ' (1) ·
'SR-50 1.0 Mi East of I-95' (1) ·
'SR-507 over Crane Creek ' (1)
Latitude 016:
26232019 (1) ·
26321988 (1) ·
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26373441 (1) ·
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Longitude 017:
80035722 (1) ·
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80252110 (1) ·
80371675 (1) ·
80372083 (1) ·
80411355 (1) ·
80413113 (1) ·
80413808 (1) ·
80495858 (1) ·
80553031 (1) ·
81055781 (1) ·
81060905 (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:
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 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) ·
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) ·
N/A (1)
Inspect Date 090: (Click arrow to add another value)
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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