Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
None (1) ·
58625 (1) ·
Belle Glade (1) ·
Boca Raton (1) ·
Cocoa (1) ·
Daytona Beach (1) ·
Fort Pierce (1) ·
Indialantic (1) ·
Indiantown village (1) ·
Jupiter (1) ·
Lantana (1) ·
Manalapan (1) ·
Ormond Beach (1) ·
Palm Bay (1) ·
Port Malabar (1) ·
Sebastian (1) ·
South Daytona (1) ·
Stuart (1) ·
Vero Beach (1) ·
Viera (1) ·
West Palm Beach (1)
Route 005d:
Direction 005e:
Features 006a:
'Banana River ' (1) ·
'BIG MUD CREEK ' (1) ·
'BLIND CREEK ' (1) ·
'C-1 Canal ' (1) ·
'C-18 Canal ' (1) ·
'C-51 W.P.B. CANAL ' (1) ·
'CAMINO CANAL ' (1) ·
'CANAL ' (1) ·
'DRAINAGE CANAL ' (1) ·
'FPL Nuc Plant Disc Canal' (1) ·
'GARDEN CANAL ' (1) ·
'Halifax River IWW ' (1) ·
'Hillsboro (L-14) Canal ' (1) ·
'I-4 ' (1) ·
'I-95 ' (1) ·
'Indian River Relief ' (1) ·
'Intracoastal Waterway ' (1) ·
'IWW Halifax River ' (1) ·
'KELLER (E-4) CANAL ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD LAT 17 CANAL ' (1) ·
'Main Relief Canal ' (1) ·
'Reed Canal ' (1) ·
'Salerno Creek ' (1) ·
'SR-524 ' (1) ·
'St. Lucie Canal/SR-76 ' (1) ·
'St. Lucie River ' (1) ·
'St. Sebastian River ' (1) ·
'St.Lucie River ' (1) ·
'Taylor Creek ' (1) ·
'Tomoka River ' (1) ·
'Troup Indiantown Canal ' (1) ·
'Turkey Creek ' (1) ·
'US 92 ' (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) ·
'0.1Mi W of US-1 ' (1) ·
'0.2 MILE E OF SW 9TH AVE ' (1) ·
'0.23 MI N FPL POWER PLANT' (1) ·
'0.25 Mile N of Center St.' (1) ·
'0.26 Mi South of Pace Dr.' (1) ·
'0.2MI E OF US-441 (SR-7) ' (1) ·
'0.3 Miles North of SR 60 ' (1) ·
'0.4MI N of COVE ROAD ' (1) ·
'0.5Mi E of SR807 Congress' (1) ·
'0.6 MILE WEST OF US-1 ' (1) ·
'0.6Mi S OF CR-812 ' (1) ·
'0.83 MI N FPL POWER PLANT' (1) ·
'1.2 Miles East of SR-710 ' (1) ·
'1.6 miles East of SR-507 ' (1) ·
'2.1 Miles E of CR-609 ' (1) ·
'2.1 Miles East of CR-609 ' (1) ·
'2.8 MI East of I-95 ' (1) ·
'3mi East of SR5 on A1A ' (1) ·
'7.7Mi W OF SR-80 ' (1) ·
'At Reed Canal Road ' (1) ·
'Belle Glade 1Mi W SR-80 ' (1) ·
'Between SRA1A&SR80 Cswys.' (1) ·
'I-4 Connector over US-92 ' (1) ·
'I-4 EB Ramp A to US-92 ' (1) ·
'SR AIA FPL Nuc Plt Disc ' (1) ·
'SR-430 EB - Halifax River' (1) ·
'SR-430 WB - Halifax River' (1) ·
'SR-520 WB - Banana River ' (1) ·
'SR-700 CANAL POINT ' (1) ·
'US 192 WB over Indian Riv' (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) ·
'Viera Blvd EB over I-95 ' (1) ·
'Viera Blvd WB over I-95 ' (1) ·
SR-507 SB-Tillman Canal (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Lanes 028a: (Click arrow to add another value)
Traffic 029:
11100 (1) ·
11150 (1) ·
12100 (1) ·
12500 (1) ·
12750 (1) ·
13250 (1) ·
13900 (1) ·
14250 (1) ·
16500 (1) ·
16747 (1) ·
17250 (1) ·
18500 (1) ·
2000 (1) ·
21000 (1) ·
2400 (1) ·
2753 (1) ·
3200 (1) ·
4000 (1) ·
4100 (1) ·
4200 (1) ·
4600 (1) ·
4800 (1) ·
500 (1) ·
5450 (1) ·
5700 (1) ·
5800 (1) ·
5975 (1) ·
625 (1) ·
6363 (1) ·
7100 (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:
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 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:
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 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:
10063 (1) ·
1041 (1) ·
10410 (1) ·
12319 (1) ·
14574 (1) ·
19085 (1) ·
19258 (1) ·
19345 (1) ·
19426 (1) ·
20993 (1) ·
21688 (1) ·
22121 (1) ·
22989 (1) ·
24724 (1) ·
2500 (1) ·
28628 (1) ·
29929 (1) ·
32098 (1) ·
3331 (1) ·
36435 (1) ·
4164 (1) ·
5040 (1) ·
5552 (1) ·
600 (1) ·
6000 (1) ·
6812 (1) ·
7114 (1) ·
7636 (1) ·
7981 (1) ·
8328 (1) ·
9456 (1) ·
9890 (1)
Showing below up to 42 results in range #1 to #42.
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