Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
- News Link (111)
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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:
'C-51 Canal ' (1) ·
'CANAL C-17 ' (1) ·
'E-2W Canal ' (1) ·
'EB SR80 & C-51 Canal ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 (SR-9) ' (1) ·
'LWDD L30 Canal ' (1) ·
'PAHOKEE DRAIN CANAL M-2 ' (1) ·
'Palm Beach Canal C-51 ' (1) ·
'Palmetto Park Road ' (1) ·
'South Relief Canal ' (1) ·
'SR 811 & FEC RR ' (1) ·
'SR 91 TPK ' (1) ·
'SR-91 TPK(GLADES RD INT)' (1) ·
'ST. LUCIE RIVER ' (1) ·
'US-17-92 -St Johns River' (1) ·
'US-17-92-St Johns River ' (1) ·
'W Camino Real ' (1) ·
'W. Camino Real ' (1) ·
'WB SR 80 ' (1)
Critical 006b:
Facility 007:
'Benoist Farms Rd ' (1) ·
'CR605 Old Dixie ' (1) ·
'DNLD RS RD E 112.2' (1) ·
'DNLD RS RD W 112.2' (1) ·
'EB SR 704 ' (1) ·
'EB SR 786 ' (1) ·
'Hagen Ranch Road ' (1) ·
'HATTON HIGHWAY ' (1) ·
'I 95 NB ' (1) ·
'I 95 SB ' (1) ·
'I-4 EB ' (1) ·
'I-4 WB ' (1) ·
'LYONS ROAD ' (1) ·
'NB SR 807 ' (1) ·
'PARK AVE. W. ' (1) ·
'Peninsula Corp Dr ' (1) ·
'PRIMA VISTA BLVD. ' (1) ·
'SB SR 807 ' (1) ·
'SR-5/S. Olive Ave.' (1) ·
'SR91SB ON/OFF 76.4' (1) ·
'W/B Atlantic Ave ' (1)
Number 008:
790196 (1) ·
790197 (1) ·
884086 (1) ·
930187 (1) ·
930198 (1) ·
930199 (1) ·
930210 (1) ·
930367 (1) ·
930381 (1) ·
930419 (1) ·
930440 (1) ·
930442 (1) ·
930450 (1) ·
930475 (1) ·
930476 (1) ·
930491 (1) ·
930532 (1) ·
930533 (1) ·
934164 (1) ·
934553 (1) ·
934711 (1) ·
934731 (1) ·
934958 (1) ·
944011 (1)
Location 009:
'.5mi East US1 Lakeworth ' (1) ·
'.7mi. E of Congress Ave. ' (1) ·
'0.3MI W OF CONGRESS AVE ' (1) ·
'0.8 MI W OF US-1 ' (1) ·
'1.1 mi. N of Broward line' (1) ·
'1.1mil N. of Broward line' (1) ·
'1.2MI S OF US-98 ' (1) ·
'1.3 Mi. North of CR-606 ' (1) ·
'1.3mi. South of Linton ' (1) ·
'1st overpass east of I-95' (1) ·
'2.0 Miles N of SR-806 ' (1) ·
'3 MI NORTH OF PGA BLVD ' (1) ·
'Atlantic Ave./Fl. Tpk. ' (1) ·
'Benoist Farms Rd at SR-80' (1) ·
'Boca Raton ' (1) ·
'BOCA RATON INTERCHNG #28 ' (1) ·
'I-4EB-US-17-92 St Johns R' (1) ·
'I-4WB-US-17-92 St Johns R' (1) ·
'LYONS ROAD SOUTH OF SR-80' (1) ·
'N.OF PGA BLVD S.JUPITER ' (1) ·
'SE quadrant PB Int Airpt ' (1)
Latitude 016:
26203900 (1) ·
26210275 (1) ·
26222805 (1) ·
26251444 (1) ·
26271450 (1) ·
26290179 (1) ·
26383900 (1) ·
26403485 (1) ·
26403530 (1) ·
26403721 (1) ·
26403812 (1) ·
26404400 (1) ·
26404575 (1) ·
26422136 (1) ·
26470110 (1) ·
26475062 (1) ·
26503600 (1) ·
26525829 (1) ·
26525885 (1) ·
27192572 (1) ·
27361500 (1) ·
28500676 (1) ·
28500808 (1)
Longitude 017:
80030866 (1) ·
80043390 (1) ·
80045427 (1) ·
80045433 (1) ·
80045945 (1) ·
80045990 (1) ·
80052450 (1) ·
80052546 (1) ·
80054600 (1) ·
80070410 (1) ·
80070450 (1) ·
80070535 (1) ·
80075174 (1) ·
80075197 (1) ·
80094882 (1) ·
80101517 (1) ·
80102700 (1) ·
80102980 (1) ·
80110316 (1) ·
80200618 (1) ·
80231300 (1) ·
80325180 (1) ·
81190878 (1) ·
81191063 (1)
Owner 022:
Built 027:
Traffic 029:
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 not over waterway. (1)
Future 114:
Clearance 116:
Showing below up to 24 results in range #1 to #24.
