Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
12139 (1) ·
12171 (1) ·
12224 (1) ·
12253 (1) ·
12285 (1) ·
13747 (1) ·
13772 (1) ·
13773 (1) ·
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16005 (1)
Status: (Click arrow to add another value)
County 003:
Place 004:
None (1) ·
35550 (1) ·
Belle Glade (1) ·
Boynton Beach (1) ·
Daytona Beach (1) ·
Greenacres City (1) ·
Lake Clarke Shores (1) ·
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Merritt Island (1) ·
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Palm Bay (1) ·
Palm Beach (1) ·
Palm Beach Gardens (1) ·
Royal Palm Beach village (1) ·
Stuart (1) ·
West Palm Beach (1)
Direction 005e:
Features 006a:
'C-37 Canal ' (1) ·
'CANAL E-1 ' (1) ·
'CANAL E-2-W(BOYN BC INT)' (1) ·
'Cnl.Trib. to Turnbull Ck' (1) ·
'CYPRESS CREEK ' (1) ·
'Daytona Canal ' (1) ·
'DRAINAGE CANAL ' (1) ·
'E-2-E Canal ' (1) ·
'Grant Canal ' (1) ·
'HYPOLUXO ISLAND LAGOON ' (1) ·
'Indian River Relief ' (1) ·
'LAKE CLARKE CHANNEL ' (1) ·
'LAKE WORTH TRIBUTARY ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'Murray Creek ' (1) ·
'Nav. Banana River Canal ' (1) ·
'ROEBUCK CREEK ' (1) ·
'Ross Creek ' (1) ·
'SFC DIST CANAL NO 1 ' (1) ·
'Trib To Turnbull Creek ' (1) ·
'Triple box culvert ' (1) ·
'WEST PALM BEACH CANAL ' (1) ·
'Yacht Club Cut ' (1)
Critical 006b:
Facility 007:
'Americana Blvd. ' (1) ·
'ARMONE PLACE ' (1) ·
'Ballough Street ' (1) ·
'BUCKSKIN TRAIL ' (1) ·
'CENTRE PARK BLVD. ' (1) ·
'DONALD ROSS RD EB ' (1) ·
'DONALD ROSS RD WB ' (1) ·
'EAST OCEAN AVE. ' (1) ·
'Fifth Street ' (1) ·
'Girard Blvd. ' (1) ·
'HARRIS RD ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 ' (1) ·
'IBIS WAY ' (1) ·
'Lake Worth Road ' (1) ·
'LOCKS ROAD ' (1) ·
'MEDITERRANEAN RD ' (1) ·
'PALOMINO DRIVE ' (1) ·
'PIONEER ROAD ' (1) ·
'PIPER'S GLEN ROAD ' (1) ·
'SR91 N/S TPK 107.8' (1) ·
'SR91 SB TPK 86.85 ' (1) ·
'US-1 ' (1) ·
'US-192 ' (1) ·
'Williams Road ' (1)
Number 008:
700056 (1) ·
700101 (1) ·
700172 (1) ·
704016 (1) ·
705918 (1) ·
790181 (1) ·
794061 (1) ·
794063 (1) ·
795000 (1) ·
795701 (1) ·
894050 (1) ·
894051 (1) ·
930146 (1) ·
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930456 (1) ·
934128 (1) ·
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934347 (1) ·
934489 (1) ·
934515 (1) ·
934940 (1) ·
936262 (1) ·
936801 (1) ·
937715 (1)
Location 009:
'.3 mi South of Mason Ave ' (1) ·
'0.1 mi W of Banana Rvr Dr' (1) ·
'0.1mi E of Riverside Dr ' (1) ·
'0.1MI WEST OF A1A ' (1) ·
'0.2 Mi East of Australian' (1) ·
'0.2 Miles East of US-1 ' (1) ·
'0.25 W of Turnbull Bay Rd' (1) ·
'0.2MI WEST OF OF A1A ' (1) ·
'0.4 Mi N of Grant Rd. ' (1) ·
'0.4 mile North of 45th St' (1) ·
'0.5 MI WEST OF SR-809 ' (1) ·
'0.5 Mi S of SR-407 ' (1) ·
'0.5Mi W of SR-76 ' (1) ·
'0.6 MI N OF NO LAKE BLVD ' (1) ·
'0.8MI N OF LAKEWORTH BLVD' (1) ·
'0.9 mile North of CR-40A ' (1) ·
'1.1MI W OF US-1 ' (1) ·
'1.7 MI S OF FOREST HILL ' (1) ·
'100 ft E of Minton Road ' (1) ·
'150ft. W of WILDWOOD DR ' (1) ·
'4.3 Mi North of SR-44 ' (1) ·
'6.2 MILES SOUTH OF SR-802' (1) ·
'82FT EAST OF SR-7 ' (1) ·
'AT SR-7 US-441 ' (1) ·
'AT TEDDAR ROAD ' (1) ·
'Lake Worth Rd at FL Trnpk' (1)
Latitude 016:
26295449 (1) ·
26313548 (1) ·
26331348 (1) ·
26350275 (1) ·
26370347 (1) ·
26374169 (1) ·
26375624 (1) ·
26382089 (1) ·
26401668 (1) ·
26413718 (1) ·
26423844 (1) ·
26455600 (1) ·
26490899 (1) ·
26525635 (1) ·
26525705 (1) ·
27060944 (1) ·
27062187 (1) ·
27555130 (1) ·
28003971 (1) ·
28045218 (1) ·
28233806 (1) ·
28294669 (1) ·
29004760 (1) ·
29021899 (1) ·
29024857 (1) ·
29044616 (1) ·
29133119 (1)
Longitude 017:
80022643 (1) ·
80023162 (1) ·
80041853 (1) ·
80043055 (1) ·
80043939 (1) ·
80043945 (1) ·
80053750 (1) ·
80075078 (1) ·
80075212 (1) ·
80102258 (1) ·
80102271 (1) ·
80120806 (1) ·
80121445 (1) ·
80121898 (1) ·
80161911 (1) ·
80162515 (1) ·
80355880 (1) ·
80361398 (1) ·
80401219 (1) ·
80401747 (1) ·
80413113 (1) ·
80500384 (1) ·
80545465 (1) ·
80572087 (1) ·
80574874 (1) ·
80575726 (1) ·
81012374 (1)
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049: (Click arrow to add another value)
Width 052:
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) ·
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 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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