Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003:
Place 004:
None (1) ·
58625 (1) ·
Belle Glade (1) ·
Boca Raton (1) ·
Boynton Beach (1) ·
Cocoa (1) ·
Daytona Beach (1) ·
Delray Beach (1) ·
Fort Pierce (1) ·
Greenacres City (1) ·
Jupiter (1) ·
Lantana (1) ·
Manalapan (1) ·
Ormond Beach (1) ·
Palm Beach Gardens (1) ·
Port Malabar (1) ·
Riviera Beach (1) ·
Sebastian (1) ·
South Daytona (1) ·
Stuart (1) ·
Wellington village (1) ·
West Palm Beach (1)
Route 005d:
Direction 005e:
Features 006a:
'C-17 Canal ' (1) ·
'C-18 Canal ' (1) ·
'C-51 W.P.B. CANAL ' (1) ·
'C. Stanley Weaver Canal ' (1) ·
'CAMINO CANAL ' (1) ·
'CANAL ' (1) ·
'CANAL E-1 ' (1) ·
'CANAL E-4 ' (1) ·
'DRAINAGE CANAL ' (1) ·
'E-3 CANAL ' (1) ·
'Fla. Turnpike & 2 canals' (1) ·
'FPL Nuc Plant Disc Canal' (1) ·
'GARDEN CANAL ' (1) ·
'Halifax River IWW ' (1) ·
'Hillsboro (L-14) Canal ' (1) ·
'HILLSBORO L-14 CANAL ' (1) ·
'Intracoastal Waterway ' (1) ·
'IWW Halifax River ' (1) ·
'KELLER (E-4) CANAL ' (1) ·
'LAKE OSBOURNE ' (1) ·
'LWDD C-17 CANAL ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD LAT 17 CANAL ' (1) ·
'LWDD LATERAL 32 CANAL ' (1) ·
'Reed Canal ' (1) ·
'Salerno Creek ' (1) ·
'SR 802 LAKE WORTH RD ' (1) ·
'SR-524 ' (1) ·
'St. Lucie River ' (1) ·
'St. Sebastian River ' (1) ·
'St.Lucie River ' (1) ·
'Tomoka River ' (1) ·
'Troup Indiantown Canal ' (1) ·
Tillman Canal (1)
Critical 006b:
Facility 007:
Number 008:
Location 009:
'.06mi E OF LANDS END ROAD' (1) ·
'0.1MI E of SW 9TH AVE ' (1) ·
'0.2 MILE E OF SW 9TH AVE ' (1) ·
'0.25 Mile N of Center St.' (1) ·
'0.2MI E OF US-441 (SR-7) ' (1) ·
'0.2MI S OF LAKE IDA ROAD ' (1) ·
'0.3MI E OF CONGRESS BLVD ' (1) ·
'0.4MI N of COVE ROAD ' (1) ·
'0.5Mi E of SR807 Congress' (1) ·
'0.6 MI W OF I-95 ' (1) ·
'0.6 MI WEST OF I-95 ' (1) ·
'0.6 MILE WEST OF US-1 ' (1) ·
'0.6Mi S OF CR-812 ' (1) ·
'0.7Mi N OF SR-804 ' (1) ·
'0.8MI E OF I-95 ' (1) ·
'0.8MI EAST OF I-95 ' (1) ·
'1 Mile East of I-95 ' (1) ·
'1.2 Miles East of SR-710 ' (1) ·
'1.7 mi. east of SR-7 ' (1) ·
'1mi. east of Jog Rd. ' (1) ·
'2.0 MILES N OF SR 812 ' (1) ·
'2.8 MI East of I-95 ' (1) ·
'3mi East of SR5 on A1A ' (1) ·
'7.7Mi W OF SR-80 ' (1) ·
'ADJ. TO N. SIDE OF SR-880' (1) ·
'At Reed Canal Road ' (1) ·
'AT SR-7 US-441 ' (1) ·
'Belle Glade 1Mi W SR-80 ' (1) ·
'Between SRA1A&SR80 Cswys.' (1) ·
'SR AIA FPL Nuc Plt Disc ' (1) ·
'SR-430 EB - Halifax River' (1) ·
'SR-430 WB - Halifax River' (1) ·
'SR-700 CANAL POINT ' (1) ·
'US-1 NB - Tomoka River ' (1) ·
'US-1 SB - Tomoka River ' (1) ·
'US-92 EB - Halifax River ' (1) ·
'US-92 WB - Halifax Ri IWW' (1) ·
SR-507 SB-Tillman Canal (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
1040 (1) ·
11100 (1) ·
11150 (1) ·
12500 (1) ·
12750 (1) ·
13900 (1) ·
14250 (1) ·
16500 (1) ·
17250 (1) ·
18000 (1) ·
18500 (1) ·
19000 (1) ·
2000 (1) ·
20958 (1) ·
21000 (1) ·
21500 (1) ·
2400 (1) ·
2753 (1) ·
3200 (1) ·
33000 (1) ·
34000 (1) ·
39500 (1) ·
4050 (1) ·
4100 (1) ·
4200 (1) ·
4600 (1) ·
4800 (1) ·
500 (1) ·
55500 (1) ·
625 (1) ·
6363 (1) ·
78500 (1) ·
8400 (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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (1)
Culvert 062:
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 assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles by assessment, 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:
1041 (1) ·
10410 (1) ·
136198 (1) ·
14574 (1) ·
1735 (1) ·
19085 (1) ·
19258 (1) ·
19345 (1) ·
21600 (1) ·
21688 (1) ·
22121 (1) ·
24724 (1) ·
2500 (1) ·
28628 (1) ·
29929 (1) ·
32098 (1) ·
32965 (1) ·
3331 (1) ·
36362 (1) ·
36435 (1) ·
37303 (1) ·
4164 (1) ·
5040 (1) ·
5062 (1) ·
5552 (1) ·
57255 (1) ·
58990 (1) ·
600 (1) ·
68533 (1) ·
7114 (1) ·
7636 (1) ·
7981 (1) ·
8328 (1) ·
96292 (1)
Clearance 116:
Showing below up to 42 results in range #1 to #42.
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