Drilldown: bridge data
From Indian River Lagoon Project
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- 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: (Click arrow to add another value)
Place 004:
Direction 005e:
Features 006a:
'Australian Ave and Canal' (1) ·
'Australian Avenue ' (1) ·
'C-15 Canal ' (1) ·
'C-18 Canal ' (1) ·
'C-51 CANAL ' (1) ·
'CANAL L-12 ' (1) ·
'CYPRESS CREEK ' (1) ·
'Drainage Canal Sand Cut ' (1) ·
'E-3 CANAL ' (1) ·
'I-95 (SR-9) ' (1) ·
'KELLER CANAL ' (1) ·
'LEVEE NO. 8 ' (1) ·
'LEVEE NO.8 ' (1) ·
'Loxahatchee Slough ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'Miami Canal L-25 ' (1) ·
'RELIEF CANAL ' (1) ·
'SFC CANAL NO 1 ' (1) ·
'SR 706 & I-95/SR706 Ramp' (1) ·
'SR 706 To NB I 95 ' (1)
Critical 006b:
Facility 007:
'BISCAYNE DRIVE ' (1) ·
'CENTER DRIVE ' (1) ·
'EB SR-710 ' (1) ·
'FLYING COW ROAD ' (1) ·
'GRANDVIEW WAY ' (1) ·
'I 95 to PBIA Ramp ' (1) ·
'LAKERIDGE BLVD ' (1) ·
'NEW ENGLAND BLVD ' (1) ·
'PALMWOOD ROAD ' (1) ·
'PBIA to I-95 Ramp ' (1) ·
'SB I 95 to Cong Av' (1) ·
'SR-80 WB ' (1) ·
'SR-80EB (Southern)' (1) ·
'SR-80WB (Southern)' (1) ·
'US-27/SR-80 SB ' (1) ·
'US98&441 SR700&15' (1) ·
'W LAKE RD CR-717 ' (1) ·
'WB SR-710 ' (1) ·
'WB SR706 to SB 95 ' (1) ·
'WB SR706 to SB I95' (1)
Number 008:
930091 (1) ·
930120 (1) ·
930354 (1) ·
930362 (1) ·
930380 (1) ·
930385 (1) ·
930390 (1) ·
930407 (1) ·
930408 (1) ·
930444 (1) ·
930479 (1) ·
930480 (1) ·
930535 (1) ·
930536 (1) ·
930538 (1) ·
934136 (1) ·
934292 (1) ·
934357 (1) ·
934505 (1) ·
934904 (1) ·
934927 (1) ·
935750 (1) ·
937366 (1)
Location 009:
'0.1MI E OF US-441 SR-7 ' (1) ·
'0.1MI N OF BELVEDERE ROAD' (1) ·
'0.1MI N of DONALD ROSS RD' (1) ·
'0.2MI E OF US-441 (SR-7) ' (1) ·
'0.5 MI W OF HAVERHILL RD ' (1) ·
'0.85 mile South of Linton' (1) ·
'1.8MI W OF SR-15 ' (1) ·
'16Mi W of SR-7 ' (1) ·
'2 miles East of SR-786 ' (1) ·
'2 miles East of SR786 ' (1) ·
'3 Miles West of SR-786 ' (1) ·
'4.1Mi N of WPB Canal ' (1) ·
'At John Stretch Park ' (1) ·
'AT SR-80 ' (1) ·
'I 95 SR 706 Interchange ' (1) ·
'I-95 / SR 706 interchange' (1) ·
'IN JOHN PRINCE PARK ' (1) ·
'PBIA/I-95 Interchange ' (1) ·
'PUMP STA AT 20 MI BEND ' (1) ·
'PUMP STA. AT 20 MI. BEND ' (1)
Latitude 016:
26232019 (1) ·
26235178 (1) ·
26252840 (1) ·
26364799 (1) ·
26373441 (1) ·
26405799 (1) ·
26410616 (1) ·
26410722 (1) ·
26411352 (1) ·
26411700 (1) ·
26414262 (1) ·
26414539 (1) ·
26420225 (1) ·
26433240 (1) ·
26492016 (1) ·
26492039 (1) ·
26521995 (1) ·
26522014 (1) ·
26530408 (1) ·
26550153 (1) ·
26560606 (1) ·
26561100 (1) ·
26561248 (1)
Longitude 017:
80042465 (1) ·
80042805 (1) ·
80043190 (1) ·
80045351 (1) ·
80052570 (1) ·
80074708 (1) ·
80085370 (1) ·
80090063 (1) ·
80090683 (1) ·
80101483 (1) ·
80101580 (1) ·
80120012 (1) ·
80120027 (1) ·
80123486 (1) ·
80144324 (1) ·
80144509 (1) ·
80175381 (1) ·
80214953 (1) ·
80215065 (1) ·
80265190 (1) ·
80364774 (1) ·
80413808 (1) ·
80482471 (1)
Owner 022:
Built 027:
Lanes 028a:
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: (Click arrow to add another value)
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 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 23 results in range #1 to #23.
