Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
- News Link (111)
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- 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:
Route 005d:
Features 006a:
'Cougar Wildlife Crossing' (1) ·
'CR 812 LANTANA RD ' (1) ·
'CSX Railroad ' (1) ·
'Deer Wildlife Crossing ' (1) ·
'EB SR80 & C-51 Canal ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 ' (1) ·
'ICWW ' (1) ·
'Indian River ' (1) ·
'Intracoastal Waterway ' (1) ·
'Lantana Road ' (1) ·
'LWDD E-2E Canal ' (1) ·
'Northlake Blvd. WB ' (1) ·
'PAHOKEE DRAIN CANAL M-2 ' (1) ·
'Platt Ranch Access Road ' (1) ·
'SR 91 TPK ' (1) ·
'SR-91 TPK(GLADES RD INT)' (1) ·
'SR-91 Turnpike ' (1) ·
'WB SR 80 ' (1)
Critical 006b:
Facility 007:
'CLINT MOORE RD EB ' (1) ·
'DNLD RS RD E 112.2' (1) ·
'Dunn Avenue ' (1) ·
'EB Okee. Blvd. ' (1) ·
'HATTON HIGHWAY ' (1) ·
'Loxahatchee Slough' (1) ·
'NB SR 807 ' (1) ·
'SB I 95 to Lantana' (1) ·
'SB SR 807 ' (1) ·
'SR 400 WB ' (1) ·
'SR-400 ' (1) ·
'SR-406 ' (1) ·
'SR-A1A (Ocean Ave)' (1) ·
'SR804 E Ocean Ave.' (1) ·
'SR91 SB TPK 91.26 ' (1) ·
'SR91SB ON/OFF 76.4' (1) ·
'St. Johns Heritage' (1) ·
'SW 23 Ave Golf Rd ' (1) ·
'WB Okee. Blvd. ' (1)
Number 008:
700227 (1) ·
704190 (1) ·
790205 (1) ·
790207 (1) ·
794189 (1) ·
890150 (1) ·
930275 (1) ·
930303 (1) ·
930304 (1) ·
930370 (1) ·
930417 (1) ·
930418 (1) ·
930419 (1) ·
930450 (1) ·
930476 (1) ·
930532 (1) ·
930533 (1) ·
931003 (1) ·
934167 (1) ·
934553 (1) ·
934969 (1)
Location 009:
'1 Mile S of Boynton Inlet' (1) ·
'1.2MI S OF US-98 ' (1) ·
'1.45 Mi W of Bee Line Hwy' (1) ·
'1.9 Miles East of US-441 ' (1) ·
'2.0 MI N of US-92 on I-95' (1) ·
'2.1MI S LAKEWORTH INTERCH' (1) ·
'2.9 Miles South of US-192' (1) ·
'4.03Miles E of SR5 on A1A' (1) ·
'BOCA RATON INTERCHNG #28 ' (1) ·
'i-4 WB - Cougar Crossing ' (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) ·
'SE quadrant PB Int Airpt ' (1) ·
'SR 400 WB over Deer Wildl' (1) ·
'SR-406 over Indian River ' (1) ·
'SR-704 Over SR-91 ' (1)
Latitude 016:
26222805 (1) ·
26243156 (1) ·
26302755 (1) ·
26302760 (1) ·
26313736 (1) ·
26351625 (1) ·
26352544 (1) ·
26403530 (1) ·
26403721 (1) ·
26403812 (1) ·
26422701 (1) ·
26422817 (1) ·
26470110 (1) ·
26483998 (1) ·
26525829 (1) ·
27122400 (1) ·
28024500 (1) ·
28371291 (1) ·
29060018 (1) ·
29064300 (1) ·
29115274 (1)
Longitude 017:
80031431 (1) ·
80041025 (1) ·
80042900 (1) ·
80043530 (1) ·
80045427 (1) ·
80045433 (1) ·
80045990 (1) ·
80075174 (1) ·
80082635 (1) ·
80083008 (1) ·
80101517 (1) ·
80101536 (1) ·
80102433 (1) ·
80103494 (1) ·
80113000 (1) ·
80325180 (1) ·
80448000 (1) ·
80475557 (1) ·
81054486 (1) ·
81083300 (1) ·
81091401 (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: (Click arrow to add another value)
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:
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 not over waterway. (1)
Future 114:
Clearance 116:
Showing below up to 21 results in range #1 to #21.
