Drilldown: bridge data
From Indian River Lagoon Project
Choose a table:
- Event (169)
- News Link (111)
- Organization (18)
- Waterbody (27)
- bridge (13)
- bridge data (1468)
- definition (254)
- fips (487)
- repository (98)
- timeline (19)
- weblink (123)
Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Features 006a:
'Bear Wildlife Crossing ' (1) ·
'CANAL C-17 ' (1) ·
'Cougar Wildlife Crossing' (1) ·
'Deer Wildlife Crossing ' (1) ·
'EB SR80 & C-51 Canal ' (1) ·
'FEC RR & Georgia Ave. ' (1) ·
'ICWW ' (1) ·
'LWDD L-2 CANAL ' (1) ·
'PAHOKEE DRAIN CANAL M-2 ' (1) ·
'SR 804 BOYNTON BCH BLVD ' (1) ·
'SR 91 TPK ' (1) ·
'SR-91 TPK(GLADES RD INT)' (1) ·
'ST LUCIE CANAL ' (1) ·
'St Lucie River / SR-707 ' (1) ·
'St. Lucie River/SR-707 ' (1) ·
'US-17-92 -St Johns River' (1) ·
'US-17-92-St Johns River ' (1) ·
'WB SR 80 ' (1) ·
'WPB CANAL C-51 ' (1)
Critical 006b:
Facility 007:
'CONGRESS AVE ' (1) ·
'DNLD RS RD E 112.2' (1) ·
'DNLD RS RD W 112.2' (1) ·
'HATTON HIGHWAY ' (1) ·
'I-4 EB ' (1) ·
'I-4 WB ' (1) ·
'NB SR 807 ' (1) ·
'NB US-1 / SR-5 ' (1) ·
'PARK AVE. W. ' (1) ·
'SB SR 807 ' (1) ·
'SB US-1/SR-5 ' (1) ·
'SR 400 WB ' (1) ·
'SR 91 TPK SB 131.0' (1) ·
'SR-400 ' (1) ·
'SR-A1A (Ocean Ave)' (1) ·
'SR91 N/S TPK 86.95' (1) ·
'SR91SB ON/OFF 76.4' (1) ·
'SUMMIT BLVD ' (1) ·
'US-98 (SR-80) ' (1)
Number 008:
790196 (1) ·
790197 (1) ·
790205 (1) ·
790207 (1) ·
790247 (1) ·
890066 (1) ·
890150 (1) ·
890151 (1) ·
890152 (1) ·
930053 (1) ·
930381 (1) ·
930419 (1) ·
930428 (1) ·
930450 (1) ·
930475 (1) ·
930476 (1) ·
930532 (1) ·
930533 (1) ·
934164 (1) ·
934201 (1) ·
934251 (1) ·
934553 (1)
Location 009:
'.25m W of US-1 on US-98 ' (1) ·
'0.3MI W OF CONGRESS AVE ' (1) ·
'0.5MI S OF OKEECHOBEE BLV' (1) ·
'1.2MI S OF US-98 ' (1) ·
'1mi S of SR-707 on SR-5 ' (1) ·
'3 MI NORTH OF PGA BLVD ' (1) ·
'3.7MI S/O STUART INT. ' (1) ·
'4.03Miles E of SR5 on A1A' (1) ·
'500FT WEST OF I-95 ' (1) ·
'6.2 MILES SOUTH OF SR-802' (1) ·
'BOCA RATON INTERCHNG #28 ' (1) ·
'i-4 WB - Cougar Crossing ' (1) ·
'I-4 WB over Bear Crossing' (1) ·
'I-4EB-US-17-92 St Johns R' (1) ·
'I-4WB-US-17-92 St Johns R' (1) ·
'N.OF PGA BLVD S.JUPITER ' (1) ·
'SE quadrant PB Int Airpt ' (1) ·
'SR 400 WB over Deer Wildl' (1)
Latitude 016:
26222805 (1) ·
26314099 (1) ·
26395767 (1) ·
26403272 (1) ·
26403485 (1) ·
26403530 (1) ·
26403721 (1) ·
26403812 (1) ·
26415533 (1) ·
26470110 (1) ·
26475062 (1) ·
26525829 (1) ·
26525885 (1) ·
27070362 (1) ·
27120317 (1) ·
27121800 (1) ·
27122400 (1) ·
28500676 (1) ·
28500808 (1) ·
29043900 (1) ·
29060018 (1) ·
29064300 (1)
Longitude 017:
80033598 (1) ·
80042609 (1) ·
80045427 (1) ·
80045433 (1) ·
80045945 (1) ·
80045990 (1) ·
80051244 (1) ·
80052450 (1) ·
80075174 (1) ·
80075197 (1) ·
80101517 (1) ·
80102132 (1) ·
80113000 (1) ·
80152627 (1) ·
80153156 (1) ·
80162980 (1) ·
80325180 (1) ·
81083300 (1) ·
81091401 (1) ·
81103100 (1) ·
81190878 (1) ·
81191063 (1)
Owner 022:
Built 027:
Traffic 029:
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)
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 not over waterway. (1)
Future 114:
Clearance 116:
Showing below up to 22 results in range #1 to #22.
View (previous 250 | next 250) (20 | 50 | 100 | 250 | 500)
