Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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ObjectID:
12252 (1) ·
12253 (1) ·
13770 (1) ·
13805 (1) ·
15287 (1) ·
15288 (1) ·
15751 (1) ·
15767 (1) ·
15768 (1) ·
15773 (1) ·
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15871 (1) ·
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16005 (1) ·
16026 (1) ·
16094 (1) ·
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17893 (1) ·
18728 (1) ·
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19491 (1)
County 003:
Place 004:
None (1) ·
35550 (1) ·
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Daytona Beach (1) ·
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Greenacres City (1) ·
Lake Clarke Shores (1) ·
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Royal Palm Beach village (1) ·
South Daytona (1) ·
Stuart (1) ·
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West Melbourne (1) ·
West Palm Beach (1)
Direction 005e:
Features 006a:
'BOYNTON CANAL C-16 ' (1) ·
'CANAL E-1 ' (1) ·
'CYPRESS CREEK ' (1) ·
'Daytona Canal ' (1) ·
'Drainage Ditch ' (1) ·
'E 3.5 AIRPORT CANAL ' (1) ·
'E-2-E Canal ' (1) ·
'Halifax Canal ' (1) ·
'HYPOLUXO ISLAND LAGOON ' (1) ·
'Intracoastal Waterway ' (1) ·
'LAKE CLARKE CHANNEL ' (1) ·
'LAKE WORTH TRIBUTARY ' (1) ·
'Lateral A Canal ' (1) ·
'LWDD CANAL L-9 ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'Moore's Creek ' (1) ·
'Nav. Banana River Canal ' (1) ·
'Nova Canal ' (1) ·
'ROEBUCK CREEK ' (1) ·
'Sykes Creek ' (1) ·
'Thompson River ' (1) ·
'WEST PALM BEACH CANAL ' (1) ·
Zoo Trail (1)
Critical 006b:
Facility 007:
'16th St/College Ln' (1) ·
'ARMONE PLACE ' (1) ·
'Ballough Street ' (1) ·
'BUCKSKIN TRAIL ' (1) ·
'CENTRE PARK BLVD. ' (1) ·
'CHERRY ROAD ' (1) ·
'DONALD ROSS RD EB ' (1) ·
'DONALD ROSS RD WB ' (1) ·
'EAST OCEAN AVE. ' (1) ·
'Girard Blvd. ' (1) ·
'IBIS WAY ' (1) ·
'Lake Worth Road ' (1) ·
'LAWRENCE ROAD ' (1) ·
'LOCKS ROAD ' (1) ·
'MEDITERRANEAN RD ' (1) ·
'Military Trail ' (1) ·
'PIONEER ROAD ' (1) ·
'PIPER'S GLEN ROAD ' (1) ·
'Richland Ave ' (1) ·
'Riverside Dr ' (1) ·
'SR-5A ' (1) ·
'SR-A1A ' (1) ·
'US-1 (SR-5) ' (1) ·
'WEST LAKE DRIVE ' (1) ·
'Willowood Drive ' (1) ·
Pineda Causeway (1)
Number 008:
700226 (1) ·
704013 (1) ·
704016 (1) ·
704032 (1) ·
790184 (1) ·
794042 (1) ·
795000 (1) ·
884084 (1) ·
894050 (1) ·
894051 (1) ·
930456 (1) ·
934128 (1) ·
934129 (1) ·
934138 (1) ·
934221 (1) ·
934229 (1) ·
934347 (1) ·
934489 (1) ·
934914 (1) ·
934940 (1) ·
936262 (1) ·
936263 (1) ·
936801 (1) ·
937715 (1) ·
940045 (1) ·
940151 (1)
Location 009:
.1 Mi E of I-95 (1) ·
'.21 E of Minton Rd. ' (1) ·
'.3 mi South of Mason Ave ' (1) ·
'0.1 mi W of Banana Rvr Dr' (1) ·
'0.1Mi S of LPGA Blvd ' (1) ·
'0.1MI WEST OF A1A ' (1) ·
'0.2 Mi East of Australian' (1) ·
'0.2MI WEST OF OF A1A ' (1) ·
'0.4 mile East of SR-3 ' (1) ·
'0.4 MILE EAST OF SR-809 ' (1) ·
'0.5 MI WEST OF SR-809 ' (1) ·
'0.5Mi W of SR-76 ' (1) ·
'0.7 mi south of PGA Blvd.' (1) ·
'0.8Mi N OF BOYNTON BCH B ' (1) ·
'1 MI S OF FOREST HILL BVD' (1) ·
'1 mile North of SR-70 ' (1) ·
'1.1MI W OF US-1 ' (1) ·
'1.7 MI S OF FOREST HILL ' (1) ·
'150ft. W of WILDWOOD DR ' (1) ·
'200' East of US-1(SR-5) ' (1) ·
'82FT EAST OF SR-7 ' (1) ·
'AT SR-7 US-441 ' (1) ·
'Inter 66th Ave/College Ln' (1) ·
'Lake Worth Rd at FL Trnpk' (1) ·
'SR-5A over Nova Canal ' (1)
Latitude 016:
26295449 (1) ·
26321988 (1) ·
26331348 (1) ·
26350275 (1) ·
26370347 (1) ·
26375624 (1) ·
26382089 (1) ·
26382116 (1) ·
26401668 (1) ·
26413718 (1) ·
26415000 (1) ·
26494457 (1) ·
26525635 (1) ·
26525705 (1) ·
27060944 (1) ·
27062187 (1) ·
27265830 (1) ·
27282176 (1) ·
27375420 (1) ·
28030000 (1) ·
28113400 (1) ·
28220892 (1) ·
28233806 (1) ·
29102421 (1) ·
29133119 (1) ·
29144556 (1)
Longitude 017:
80022643 (1) ·
80023162 (1) ·
80041853 (1) ·
80043055 (1) ·
80043232 (1) ·
80043939 (1) ·
80043945 (1) ·
80061936 (1) ·
80061975 (1) ·
80062363 (1) ·
80075212 (1) ·
80102258 (1) ·
80120806 (1) ·
80121898 (1) ·
80161911 (1) ·
80162515 (1) ·
80192117 (1) ·
80193646 (1) ·
80274700 (1) ·
80400400 (1) ·
80401219 (1) ·
80413508 (1) ·
80422199 (1) ·
81012374 (1) ·
81013879 (1) ·
81021145 (1)
Owner 022:
Built 027:
Traffic 029:
Service On 042a: (Click arrow to add another value)
Service Under 042b:
Kind 043a:
Type 043b:
Length 049: (Click arrow to add another value)
Width 052:
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061:
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) ·
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) ·
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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