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:
Direction 005e:
Features 006a:
'BRANCH OF INDIAN RIVER ' (1) ·
'C-51 Canal ' (1) ·
'CANAL E-2-E(BOYN BC INT)' (1) ·
'CANAL E-2-W(BOYN BC INT)' (1) ·
'CSX RR ' (1) ·
'Frazier Creek ' (1) ·
'HILLSBORO L-14 CANAL ' (1) ·
'I 95 SR 9 ' (1) ·
'LATERAL A CANAL ' (1) ·
'N CANAL ' (1) ·
'None ' (1) ·
'Over D Canal ' (1) ·
'PARK LATERAL CANAL ' (1) ·
'SFWMD C-15 CANAL ' (1) ·
'SR 804 BOYNTON BCH BLVD ' (1) ·
'SR 91 TPK ' (1) ·
'St. Lucie River ' (1) ·
'TIDAL CANAL ' (1) ·
'WILLOUGHBY CREEK ' (1)
Critical 006b:
Facility 007:
'101ST STREET ' (1) ·
'61ST./PECAN GROVE ' (1) ·
'BRANT DR/CARL BOTT' (1) ·
'E Gateway Blvd ' (1) ·
'HOOD RD 110.944 ' (1) ·
'INDIAN STREET ' (1) ·
'ISLAND RD. ' (1) ·
'NB I 95 to Gateway' (1) ·
'NW 5TH STREET ' (1) ·
'OUSLEY FARMS ROAD ' (1) ·
'SIMARA STREET ' (1) ·
'SR 707 (Dixie Hwy)' (1) ·
'SR-5 (US-1) ' (1) ·
'SR91 N/S TPK 86.95' (1) ·
'SR91 NB TPK 86.69 ' (1) ·
'SR91 NB TPK 86.88 ' (1) ·
'SR91 SB TPK 86.85 ' (1) ·
'SR91 SB TPK 87.213' (1) ·
'Tangerine Drive ' (1) ·
'VANDEGRIFT-WILL RD' (1)
Number 008:
884038 (1) ·
884063 (1) ·
890002 (1) ·
890003 (1) ·
894040 (1) ·
895501 (1) ·
895504 (1) ·
930030 (1) ·
930428 (1) ·
930429 (1) ·
930430 (1) ·
930431 (1) ·
930432 (1) ·
930433 (1) ·
930434 (1) ·
930435 (1) ·
930441 (1) ·
930800 (1) ·
934299 (1) ·
934506 (1) ·
935501 (1)
Location 009:
'.2MI S of LINDELL BLVD ' (1) ·
'0.3MI W OF CR-507 ' (1) ·
'0.4 MI W of SR-7 (US-441)' (1) ·
'0.7MI E of DIXIE HWY A1A ' (1) ·
'1.5 mile North of SR 804 ' (1) ·
'1.5 miles North of SR 804' (1) ·
'1.7mi W Forrest/Tangerine' (1) ·
'1.8 MI N OF PGA BLV/SR786' (1) ·
'1/4Mi W of New Roosevelt ' (1) ·
'100FT Eof SEWALLS PT. RD.' (1) ·
'1MILE E OF HATTON HWY ' (1) ·
'6.2 MILES SOUTH OF SR-802' (1) ·
'650FT E OF SEWALLS PT. RD' (1) ·
'700 ft S of Gateway Blvd ' (1) ·
'AT CR-615 (66TH AVE.) ' (1) ·
'At US-441 Southern Blvd ' (1) ·
'SR-5 S of Roosevelt BR ' (1)
Latitude 016:
26252859 (1) ·
26312802 (1) ·
26313526 (1) ·
26313548 (1) ·
26314099 (1) ·
26315179 (1) ·
26325800 (1) ·
26330210 (1) ·
26330220 (1) ·
26405650 (1) ·
26410304 (1) ·
26411885 (1) ·
26442375 (1) ·
26515528 (1) ·
27102110 (1) ·
27104516 (1) ·
27111660 (1) ·
27114950 (1) ·
27121243 (1) ·
27421622 (1) ·
27464527 (1)
Longitude 017:
80041200 (1) ·
80041240 (1) ·
80041485 (1) ·
80045345 (1) ·
80074430 (1) ·
80101974 (1) ·
80101977 (1) ·
80102132 (1) ·
80102271 (1) ·
80102293 (1) ·
80111512 (1) ·
80112090 (1) ·
80123610 (1) ·
80152514 (1) ·
80154065 (1) ·
80162939 (1) ·
80170170 (1) ·
80274430 (1) ·
80321756 (1) ·
80365186 (1) ·
80402235 (1)
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
Traffic Year 030:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061:
Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. (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:
Future Year 115: (Click arrow to add another value)
Clearance 116:
Showing below up to 21 results in range #1 to #21.
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