Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
ObjectID:
Date: (Click arrow to add another value)
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'A DRAINAGE CANAL ' (1) ·
'ATLANTIS WATERWAY ' (1) ·
'BOLLES CANAL (L-21) ' (1) ·
'CANAL ' (1) ·
'CANAL C-24 ' (1) ·
'Crane Creek ' (1) ·
'Creek ' (1) ·
'CYPRESS CREEK ' (1) ·
'Drainage Canal ' (1) ·
'E-1 Canal ' (1) ·
'E-2 East Canal ' (1) ·
'E-2 West Canal ' (1) ·
'E-3 Canal ' (1) ·
'Eau Gallie River ' (1) ·
'EL RIO (E-4) CANAL ' (1) ·
'Fla. Turnpike & 2 canals' (1) ·
'Halifax River ' (1) ·
'Hillsboro Canal ' (1) ·
'HYPOLUXO ISLAND LAGOON ' (1) ·
'L.W.D.D L-14 CANAL ' (1) ·
'Lake Ida / Canal E-4 ' (1) ·
'LAKE OSBOURNE ' (1) ·
'LAKEWOOD E4 CANAL ' (1) ·
'LEVEE NO. 8 ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD LAT 8 CANAL ' (1) ·
'PARK LATERAL CANAL ' (1) ·
'RELIEF CANAL ' (1) ·
'Seaboard Coastline RR ' (1) ·
'SR-9 (I-95) ' (1) ·
'SR-91 Turnpike ' (1) ·
'US-17/92 ' (1) ·
'WEST PALM BEACH CANAL ' (1)
Critical 006b:
Facility 007:
'109TH STREET ' (1) ·
'ALLAMANDA BLVD. ' (1) ·
'Boynton Bch Blvd ' (1) ·
'CENTER DR. ' (1) ·
'CENTRE PARK BLVD. ' (1) ·
'CENTRE PK. DR. N. ' (1) ·
'Croton Road ' (1) ·
'DONALD ROSS RD EB ' (1) ·
'DONALD ROSS RD WB ' (1) ·
'Dubber Road ' (1) ·
'EAST OCEAN AVE. ' (1) ·
'EB Forest Hill Bld' (1) ·
'Forest Hill Blvd. ' (1) ·
'French Avenue ' (1) ·
'GLADES CUTOFF ' (1) ·
'HOLLY DRIVE ' (1) ·
'HYPOLUXO RD. ' (1) ·
'ISLAND DRIVE ' (1) ·
'KUDZA ROAD ' (1) ·
'LANTANA ROAD EB ' (1) ·
'LANTANA ROAD WB ' (1) ·
'LIGHTHOUSE DRIVE ' (1) ·
'LOWSON BOULEVARD ' (1) ·
'Orange Avenue ' (1) ·
'ORANGE TREE DR ' (1) ·
'PALOMINO DRIVE ' (1) ·
'Private Road ' (1) ·
'Shop Ctr Entrance ' (1) ·
'SR-472 ' (1) ·
'SR-76 ' (1) ·
'SR-76 (Kanner Hwy)' (1) ·
'SR-808 Glades Road' (1) ·
'SR-80EB (Southern)' (1) ·
'SR-A1A ' (1) ·
'St Lucie West Blvd' (1) ·
'US-27 (SR-25) ' (1) ·
'US-98 US-441 SR-80' (1) ·
'WB Okee. Blvd. ' (1)
Number 008:
Location 009:
'.25 Mi E of AUSTRALIAN ' (1) ·
'0.03 MI W OF ANDREWS AVE ' (1) ·
'0.10 MI S of BURNS ROAD ' (1) ·
'0.1MI N OF CLUBHOUSE BLVD' (1) ·
'0.2 Mi East of Australian' (1) ·
'0.2 MI W of CONGRESS AVE ' (1) ·
'0.2 Mile S of Aurora Road' (1) ·
'0.25 Mi E of US-1 SR-5 ' (1) ·
'0.2MI S of FOREST HILL BV' (1) ·
'0.2MI WEST OF OF A1A ' (1) ·
'0.3M W of ALT A1A(SR-811)' (1) ·
'0.3MI E OF CONGRESS AVE ' (1) ·
'0.3Mi W of Alt-A1A/SR-811' (1) ·
'0.3MI WEST OF CR-507 ' (1) ·
'0.5MI. W OF I-95 ' (1) ·
'0.6 MI W OF I-95 ' (1) ·
'0.6 MI WEST OF I-95 ' (1) ·
'0.7 mi. W of I-95 ' (1) ·
'0.8MI N OF LAKEWORTH BLVD' (1) ·
'1.0 Mi E of Nob Hill Road' (1) ·
'1.1MI W OF US-1 ' (1) ·
'1.5mi East of Indiantown' (1) ·
'1.5mi E of Jog Rd. ' (1) ·
'1.7 mi. east of SR-7 ' (1) ·
'100 ft West of Ruffner Rd' (1) ·
'1200ft. N. of SR-400 ' (1) ·
'2 miles east of SR-401 ' (1) ·
'2 miles West of US-17 ' (1) ·
'3 MI. east of SR-710 ' (1) ·
'5.2MI S of CR-712 ' (1) ·
'5.5mi. S of SR70 / I-95 ' (1) ·
'800ft. N. of SR-400 ' (1) ·
'Glades Rd. & Turnpike ' (1) ·
'Just E SR 7-Forest Hill ' (1) ·
'PUMP STA. AT 20 MI. BEND ' (1) ·
'SR-472 over US-17/92 ' (1) ·
'SR-704 Over SR-91 ' (1) ·
'SR-80 3MI E. 20 MI BEND ' (1) ·
'US-27 OVER BOLLES CANAL ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
100 (1) ·
1008 (1) ·
101 (1) ·
1040 (1) ·
1047 (1) ·
1390 (1) ·
1550 (1) ·
15607 (1) ·
1680 (1) ·
19000 (1) ·
19575 (1) ·
19800 (1) ·
20958 (1) ·
24000 (1) ·
28000 (1) ·
31000 (1) ·
32750 (1) ·
33000 (1) ·
3450 (1) ·
34500 (1) ·
3500 (1) ·
3600 (1) ·
38500 (1) ·
39500 (1) ·
40000 (1) ·
4100 (1) ·
41500 (1) ·
47500 (1) ·
55500 (1) ·
5850 (1) ·
6124 (1) ·
7100 (1) ·
7850 (1) ·
800 (1) ·
9188 (1)
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 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:
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 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:
10150 (1) ·
10625 (1) ·
1165 (1) ·
120 (1) ·
12318 (1) ·
126 (1) ·
1267 (1) ·
1388 (1) ·
15941 (1) ·
1735 (1) ·
1737 (1) ·
174 (1) ·
18041 (1) ·
2000 (1) ·
23686 (1) ·
2603 (1) ·
2915 (1) ·
32965 (1) ·
34353 (1) ·
36362 (1) ·
41640 (1) ·
4400 (1) ·
48580 (1) ·
5205 (1) ·
53785 (1) ·
56821 (1) ·
57255 (1) ·
59858 (1) ·
6073 (1) ·
66798 (1) ·
68532 (1) ·
68533 (1) ·
69400 (1) ·
7114 (1) ·
72002 (1) ·
82412 (1) ·
96292 (1) ·
9812 (1)
Clearance 116:
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