Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- definition (254)
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ObjectID:
County 003:
Place 004:
None (1) ·
54175 (1) ·
58725 (1) ·
Atlantis (1) ·
Boca Raton (1) ·
Boynton Beach (1) ·
Delray Beach (1) ·
Fort Pierce (1) ·
Greenacres City (1) ·
Lake Park (1) ·
Lantana (1) ·
Palm Bay (1) ·
Palm Beach Gardens (1) ·
Palm Shores (1) ·
Riviera Beach (1) ·
Royal Palm Beach village (1) ·
Wellington village (1) ·
West Palm Beach (1)
Route 005d:
Direction 005e:
Features 006a:
'ARCHIES CREEK ' (1) ·
'BOYNTON CANAL ' (1) ·
'C-37 Canal ' (1) ·
'CANAL-17 ' (1) ·
'CHENEY WAY/CSX RR ' (1) ·
'CSX RAILROAD ' (1) ·
'CYPRESS CREEK ' (1) ·
'DIRT FARM ROAD ' (1) ·
'Drainage Canal ' (1) ·
'E-1 Canal ' (1) ·
'E-3 Canal ' (1) ·
'E-4 CANAL ' (1) ·
'Fla. Turnpike & 2 canals' (1) ·
'FLORIDA TURNPIKE ' (1) ·
'Intracoastal Waterway ' (1) ·
'L-30 CANAL ' (1) ·
'LAKE MANGONIA CANAL ' (1) ·
'LITTLE MUD CREEK ' (1) ·
'Long Creek ' (1) ·
'LWDD CANAL E-1 ' (1) ·
'LWDD E-2 W ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD L-14 Cnl ' (1) ·
'LWDD L-38 CANAL ' (1) ·
'LWDD LAT CANAL 17 ' (1) ·
'LWDD LATERAL 14 CANAL ' (1) ·
'M-1 CANAL ' (1) ·
'Military Trail & CSX RR ' (1) ·
'MOORES CREEK ' (1) ·
'N. Fork St. Lucie River ' (1) ·
'S Fork St. Lucie River ' (1) ·
'SR-404 ' (1) ·
'Tillman Canal ' (1) ·
'WEST PALM BEACH CANAL ' (1) ·
'WILLOUGHBY CREEK ' (1)
Critical 006b:
Facility 007:
'Americana Blvd. ' (1) ·
'Atlantic Avenue ' (1) ·
'CENTRE PK. DR. N. ' (1) ·
'CLINT MOORE RD ' (1) ·
'CONGRESS AVE (NB) ' (1) ·
'CONGRESS AVE (SB) ' (1) ·
'CONGRESS AVE NB ' (1) ·
'DONALD ROSS RD EB ' (1) ·
'DONALD ROSS RD WB ' (1) ·
'EB Prt St Lucie Bd' (1) ·
'Forest Hill Blvd. ' (1) ·
'Haverhill Rd ' (1) ·
'Hypoluxo Rd ' (1) ·
'INDIAN STREET ' (1) ·
'Lantana Road ' (1) ·
'LINTON BLVD. ' (1) ·
'LYONS ROAD ' (1) ·
'MILITARY TRAIL NB ' (1) ·
'MILITARY TRAIL SB ' (1) ·
'MINER RD. ' (1) ·
'NORTH 2ND STREET ' (1) ·
'NORTHLAKE BLVD(EB)' (1) ·
'NORTHLAKE BLVD(WB)' (1) ·
'OKEECHOBEE RD WB ' (1) ·
'Old Dixie Highway ' (1) ·
'PALM B LAKE BVD EB' (1) ·
'PLM BEACH LAKES BL' (1) ·
'PROSPERITY FARM RD' (1) ·
'S. VERDE TRAIL ' (1) ·
'SR A1A ' (1) ·
'SR-507 NB ' (1) ·
'SW 18TH STREET WB ' (1) ·
'US-1 SB ' (1) ·
'US98/441 SR15/700 ' (1) ·
'WB Forest Hill Bld' (1) ·
'WB Martin Downs Bd' (1) ·
'WB SR808 Glades Rd' (1) ·
'WB St. Lucie Blvd.' (1)
Number 008:
Location 009:
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
1000 (1) ·
10700 (1) ·
13300 (1) ·
14200 (1) ·
15043 (1) ·
1550 (1) ·
16000 (1) ·
17250 (1) ·
18000 (1) ·
19000 (1) ·
2000 (1) ·
20000 (1) ·
20500 (1) ·
21000 (1) ·
22000 (1) ·
22500 (1) ·
2300 (1) ·
240 (1) ·
27000 (1) ·
28000 (1) ·
29250 (1) ·
29500 (1) ·
31000 (1) ·
33000 (1) ·
36000 (1) ·
3767 (1) ·
38000 (1) ·
40000 (1) ·
4800 (1) ·
500 (1) ·
6000 (1) ·
6761 (1) ·
720 (1)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052: (Click arrow to add another value)
Deck 058:
Superstructure 059:
Substructure 060: (Click arrow to add another value)
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:
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 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)
Future 114:
10410 (1) ·
11730 (1) ·
1800 (1) ·
18565 (1) ·
21600 (1) ·
23076 (1) ·
24637 (1) ·
2603 (1) ·
26100 (1) ·
26400 (1) ·
27760 (1) ·
29929 (1) ·
3000 (1) ·
32400 (1) ·
32965 (1) ·
34700 (1) ·
35568 (1) ·
360 (1) ·
36435 (1) ·
38170 (1) ·
39038 (1) ·
3990 (1) ·
48580 (1) ·
50749 (1) ·
51182 (1) ·
53785 (1) ·
57255 (1) ·
600 (1) ·
62460 (1) ·
6408 (1) ·
65930 (1) ·
69400 (1) ·
8328 (1) ·
864 (1)
Clearance 116:
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