Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003:
Place 004:
None (1) ·
55385 (1) ·
58725 (1) ·
Boca Raton (1) ·
Cape Canaveral (1) ·
Delray Beach (1) ·
Greenacres City (1) ·
Jupiter Inlet Colony (1) ·
Jupiter Island (1) ·
Malabar (1) ·
Merritt Island (1) ·
Ormond Beach (1) ·
Palm Bay (1) ·
Palm Beach Gardens (1) ·
Port Orange (1) ·
Royal Palm Beach village (1) ·
Sebastian (1) ·
Stuart (1) ·
Vero Beach (1) ·
West Palm Beach (1)
Route 005d:
Features 006a:
'BRANCH OF ICWW ' (1) ·
'C STANLEY WEAVER CANAL ' (1) ·
'C-15 Canal ' (1) ·
'Canal ' (1) ·
'CANAL C-24 ' (1) ·
'Canal to Bulow Creek ' (1) ·
'CITY OF WPB CANAL ' (1) ·
'COLLIER WATERWAY ' (1) ·
'Deep Creek ' (1) ·
'E-1-E CANAL ' (1) ·
'EL RIO CANAL ' (1) ·
'ELKCAM WATERWAY ' (1) ·
'Groover Creek ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 ' (1) ·
'I-95 (SR-9) ' (1) ·
'ICWW ' (1) ·
'L-5 Canal ' (1) ·
'Lateral Canal A ' (1) ·
'LOXAHATCHEE RIV NW FORK ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'M-2 CANAL ' (1) ·
'MAIN RELIEF CANAL ' (1) ·
'Melb Tillman Canal 37 ' (1) ·
'Palmetto Park Road ' (1) ·
'RELIEF CANAL ' (1) ·
'ROEBUCK CREEK ' (1) ·
'SCOTTS CANAL ' (1) ·
'Service Rd & Canal ' (1) ·
'SR-513 ' (1) ·
'SR-91 (Florida Turnpike)' (1) ·
'Sweetwater Creek ' (1) ·
'Sykes Creek ' (1) ·
'Trib to Groover Creek ' (1) ·
'W Camino Real ' (1) ·
'W. Camino Real ' (1) ·
'WARNER CREEK ' (1)
Critical 006b:
Facility 007:
'AUSTRALIAN AVE SB ' (1) ·
'CAMINO REAL ' (1) ·
'CR-611 43RD AVE. ' (1) ·
'CRESTHAVEN BLVD ' (1) ·
'ENGLAR DRIVE ' (1) ·
'HAGEN RANCH ROAD ' (1) ·
'I 95 NB ' (1) ·
'I 95 SB ' (1) ·
'ISLAND WAY ' (1) ·
'JUPITER ISLAND PK ' (1) ·
'LOCKS ROAD ' (1) ·
'LPGA Blvd ' (1) ·
'Malabar Rd ' (1) ·
'MONET ROAD ' (1) ·
'NB US-27 SR-25 ' (1) ·
'OKEECHOBEE BLVD. ' (1) ·
'Old Kings Rd ' (1) ·
'PERIWINKLE DRIVE ' (1) ·
'PONCE DE LEON ST ' (1) ·
'Port St. Lucie Bld' (1) ·
'ROYAL PALM BCH BLV' (1) ·
'ROYAL PLM BH BL NB' (1) ·
'SANDALFOOT BLVD ' (1) ·
'SAVONA BLVD. ' (1) ·
'SB I 95 SR 9 ' (1) ·
'SR-401 NB ' (1) ·
'SR-404 EB ' (1) ·
'SR-404 WB ' (1) ·
'SR-407 ' (1) ·
'SR-421 ' (1) ·
'SR-520 ' (1) ·
'SR-60 ' (1) ·
'SW 18th Street ' (1) ·
'SW THIRD ST ' (1) ·
'TROPICALIA AVE. ' (1) ·
'Tymber Creek Road ' (1) ·
'US-17 ' (1) ·
'VIA DELRAY BLVD ' (1) ·
'W. CAMINO REAL ' (1)
Number 008:
Location 009:
Latitude 016:
Longitude 017:
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
10000 (1) ·
101000 (1) ·
102500 (1) ·
1030 (1) ·
10585 (1) ·
10600 (1) ·
11321 (1) ·
1200 (1) ·
121 (1) ·
12100 (1) ·
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1750 (1) ·
1950 (1) ·
200 (1) ·
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23750 (1) ·
250 (1) ·
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2871 (1) ·
3400 (1) ·
3550 (1) ·
3600 (1) ·
4 (1) ·
401 (1) ·
43000 (1) ·
4500 (1) ·
4580 (1) ·
5900 (1) ·
7200 (1) ·
7700 (1) ·
8100 (1) ·
8400 (1) ·
9100 (1)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061: (Click arrow to add another value)
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:
Rebuilt 106:
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)
Future 114:
1000 (1) ·
10236 (1) ·
1233 (1) ·
12492 (1) ·
13132 (1) ·
13360 (1) ·
14054 (1) ·
14574 (1) ·
150 (1) ·
15788 (1) ·
1728 (1) ·
17350 (1) ·
175235 (1) ·
177838 (1) ·
1800 (1) ·
18365 (1) ·
18391 (1) ·
20994 (1) ·
2275 (1) ·
300 (1) ·
3036 (1) ·
3318 (1) ·
36435 (1) ·
4000 (1) ·
40772 (1) ·
41206 (1) ·
4320 (1) ·
4337 (1) ·
45978 (1) ·
485 (1) ·
49448 (1) ·
5290 (1) ·
5899 (1) ·
6 (1) ·
6073 (1) ·
6159 (1) ·
74605 (1)
Clearance 116:
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