Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- Waterbody (27)
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- bridge data (1468)
- definition (254)
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Features 006a:
'CANAL C-17 ' (1) ·
'CANAL E-4 ' (1) ·
'CR 812 LANTANA RD ' (1) ·
'CSX Railroad ' (1) ·
'E-2W Canal ' (1) ·
'E-3 CANAL ' (1) ·
'EB SR80 & C-51 Canal ' (1) ·
'G-370 East Inflow Canal ' (1) ·
'G-370 West Inflow Canal ' (1) ·
'I 95 SR 9 ' (1) ·
'I-4 ' (1) ·
'I-95 ' (1) ·
'I-95 (SR-9) ' (1) ·
'ICWW ' (1) ·
'L-38 CANAL ' (1) ·
'L-5 Canal ' (1) ·
'LAKE MANGONIA CANAL ' (1) ·
'Lantana Road ' (1) ·
'LWDD E-2E Canal ' (1) ·
'LWDD E-2W CANAL ' (1) ·
'LWDD E-4 CANAL ' (1) ·
'LWDD L-38 CANAL ' (1) ·
'LWDD LATERAL 30 CANAL ' (1) ·
'LWDD LATERAL 32 CANAL ' (1) ·
'Northlake Blvd. WB ' (1) ·
'PAHOKEE DRAIN CANAL M-2 ' (1) ·
'Pine Street ' (1) ·
'SOUTH RELIEF CANAL ' (1) ·
'SR 70 ' (1) ·
'SR 91 TPK ' (1) ·
'SR-91 (FL TURNPIKE) ' (1) ·
'SR-91 TPK & BOCA RIO RD.' (1) ·
'SR-91 TPK(GLADES RD INT)' (1) ·
'SR-91 Turnpike ' (1) ·
'SR-91/TPK & BOCA RIO RD.' (1) ·
'US-17-92 -St Johns River' (1) ·
'US-17-92-St Johns River ' (1) ·
'WB SR 80 ' (1)
Critical 006b:
Facility 007:
Number 008:
Location 009:
'0.1MI W OF BAYSHORE BLVD ' (1) ·
'0.2 MI S OF LAKE IDA ROAD' (1) ·
'0.25 MI. W OF I-95 ' (1) ·
'0.3MI E OF CONGRESS BLVD ' (1) ·
'0.3MI W OF CONGRESS AVE ' (1) ·
'0.5Mi WEST OF CR-809 ' (1) ·
'0.6Mi W OF AUSTRALIAN AVE' (1) ·
'0.8 MI N OF LAKE IDA ROAD' (1) ·
'1.2MI S OF US-98 ' (1) ·
'1.45 Mi W of Bee Line Hwy' (1) ·
'1.9 Mile E of US441 ' (1) ·
'1.9 Miles East of US-441 ' (1) ·
'1MI N. of CLINT MOORE RD.' (1) ·
'1MI S. OF LINTON BLVD ' (1) ·
'2.0 MI N of US-92 on I-95' (1) ·
'2.1MI S LAKEWORTH INTERCH' (1) ·
'2.6 MILES NORTH OF SR-709' (1) ·
'2.6 MILES S OF SR-60 ' (1) ·
'2MI E of SR-7 US-441 ' (1) ·
'3 MI NORTH OF PGA BLVD ' (1) ·
'4.2MI NORTH OF SR-528 ' (1) ·
'5 mi. N Broward Co. line ' (1) ·
'Atlantic Ave./Fl. Tpk. ' (1) ·
'Bellevue Avenue over I-95' (1) ·
'BOCA RATON INTERCHNG #28 ' (1) ·
'I-4EB-US-17-92 St Johns R' (1) ·
'I-4WB-US-17-92 St Johns R' (1) ·
'Just West of I 95 ' (1) ·
'Lantana I 95 Interchange ' (1) ·
'N.OF PGA BLVD S.JUPITER ' (1) ·
'Over I 95 1 mi S of SR804' (1) ·
'Palm Beach - Broward Line' (1) ·
'SE quadrant PB Int Airpt ' (1) ·
'South Causeway over ICWW ' (1) ·
'SR-472 WB over I-4 ' (1) ·
'SR-528 EB at I-95 ' (1) ·
'SR-528 WB at I-95 ' (1) ·
'SR-528 WB over Pine St. ' (1) ·
'SR-704 Over SR-91 ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
12000 (1) ·
13000 (1) ·
13700 (1) ·
14500 (1) ·
14878 (1) ·
15100 (1) ·
15250 (1) ·
16297 (1) ·
16500 (1) ·
18000 (1) ·
19000 (1) ·
200 (1) ·
20000 (1) ·
20150 (1) ·
25170 (1) ·
32500 (1) ·
32750 (1) ·
33000 (1) ·
3400 (1) ·
3550 (1) ·
36000 (1) ·
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39250 (1) ·
47500 (1) ·
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555 (1) ·
6000 (1) ·
6300 (1) ·
6400 (1) ·
7300 (1) ·
7400 (1)
Service On 042a:
Service Under 042b:
Kind 043a: (Click arrow to add another value)
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)
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 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:
10930 (1) ·
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12665 (1) ·
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24000 (1) ·
25158 (1) ·
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26199 (1) ·
26459 (1) ·
28275 (1) ·
28628 (1) ·
31462 (1) ·
32965 (1) ·
34960 (1) ·
40625 (1) ·
420 (1) ·
56821 (1) ·
57255 (1) ·
5899 (1) ·
6159 (1) ·
62460 (1) ·
65930 (1) ·
68099 (1) ·
7500 (1) ·
82412 (1) ·
95425 (1) ·
963 (1)
Clearance 116:
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