Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- bridge data (1468)
- definition (254)
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Use the filters below to narrow your results.
ObjectID:
Status: (Click arrow to add another value)
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'Banana River Relief East' (1) ·
'Banana River Relief West' (1) ·
'C-15 Canal ' (1) ·
'C-18 Canal ' (1) ·
'Canal C-46 ' (1) ·
'COUNTY LINE CANAL C-23 ' (1) ·
'CR-3 ' (1) ·
'CYPRESS CREEK ' (1) ·
'E-3 CANAL ' (1) ·
'I-95 ' (1) ·
'I-95 (SR-9) ' (1) ·
'Indian River Relief East' (1) ·
'Indian River West Relief' (1) ·
'LEVEE NO. 8 ' (1) ·
'LEVEE NO.8 ' (1) ·
'MOORES CREEK ' (1) ·
'NORTH FORK ST LUCIE RVR ' (1) ·
'Relief E.of North Bridge' (1) ·
'Rose Bay ' (1) ·
'SB I-95 To EB 706 ' (1) ·
'Sebastian Canal ' (1) ·
'Spruce Creek ' (1) ·
'Spruce Creek N Relief ' (1) ·
'SR-404 ' (1) ·
'SR-9 (I-95) ' (1) ·
'St Johns River ' (1) ·
'ST LUCIE CANAL ' (1) ·
'St. Johns River ' (1) ·
I-95 (1)
Critical 006b:
Facility 007:
'Babcock Street ' (1) ·
'BISCAYNE DRIVE ' (1) ·
'CR-606 Oslo Rd. ' (1) ·
'CR-712 (MIDWAY RD)' (1) ·
'CR-76A ' (1) ·
'EB SR-710 ' (1) ·
'Eldron Blvd. ' (1) ·
'Fay Blvd. ' (1) ·
'Graham Road ' (1) ·
'INDIAN RIVER DRIVE' (1) ·
'PALMWOOD ROAD ' (1) ·
'RANGE LINERD CR609' (1) ·
'SB I 95 to Cong Av' (1) ·
'SR-404 EB ' (1) ·
'SR-404 WB ' (1) ·
'SR-50 EB ' (1) ·
'SR-50 WB ' (1) ·
'SR-528 ' (1) ·
'SR-80EB (Southern)' (1) ·
'SR-80WB (Southern)' (1) ·
'SR-A1A ' (1) ·
'SR519NB(Fiske Blv)' (1) ·
'SR519SB(Fiske Blv)' (1) ·
'US-1 NB ' (1) ·
'US-1 SB ' (1) ·
'US-1SB ' (1) ·
'WB 706 To SB I-95 ' (1) ·
'WB SR-710 ' (1) ·
'WB SR706 to SB 95 ' (1) ·
Micco Rd. (1)
Number 008:
Location 009:
'0.1MI N of DONALD ROSS RD' (1) ·
'0.1MI S of SEAWAY DR A1A ' (1) ·
'0.5 MI W OF HAVERHILL RD ' (1) ·
'0.85 mile South of Linton' (1) ·
'1.5 Mile West of SR-76 ' (1) ·
'1MI W of US-1 ' (1) ·
'1mi. N of SR-70/SR-9 ' (1) ·
'2.0Mi. S of Malabar Rd NE' (1) ·
'3 Miles West of SR-786 ' (1) ·
'8 mi South of Malabar Rd ' (1) ·
'A1A East of Ft. Pierce ' (1) ·
'AT MARTIN COUNTY LINE ' (1) ·
'Fay Blvd. - I-95 ' (1) ·
'I 95 SR 706 interchange ' (1) ·
'I-95 / SR 706 interchange' (1) ·
'Oslo Rd. over I-95 ' (1) ·
'PUMP STA AT 20 MI BEND ' (1) ·
'PUMP STA. AT 20 MI. BEND ' (1) ·
'SR-404 EB - Indian River ' (1) ·
'SR-404 EB -Indian Riv Rel' (1) ·
'SR-404 EB over CR-3 ' (1) ·
'SR-404 EB-Banana Riv Rel ' (1) ·
'SR-404 EB-Banana River ' (1) ·
'SR-404 WB - Indian River ' (1) ·
'SR-404 WB over CR-3 ' (1) ·
'SR-404 WB-Banana River ' (1) ·
'SR-404 WB-Indian River ' (1) ·
'SR-50 EB -St Johns River ' (1) ·
'SR-50 WB -St Johns River ' (1) ·
'SR-519 NB I-95 ' (1) ·
'SR-519 SB I-95 ' (1) ·
'SR-528 EB-St Johns River ' (1) ·
'SR-528 WB-St Johns River ' (1) ·
'US-1 NB - SR-404 ' (1) ·
'US-1 NB over Rose Bay ' (1) ·
'US-1 SB - Spruce Creek ' (1) ·
'US-1 SB-Spruce Creek ' (1) ·
1.9MI E of Babcock St. (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Lanes 028a: (Click arrow to add another value)
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 is scour critical; bridge foundations determined to be unstable for assessed or calculated scour conditions: Scour within limits of footing or piles. Scour below spread-footing base or pile tips. (1) ·
Bridge not over waterway. (1) ·
Countermeasures have been installed to mitigate an existing problem with scour and to reduce the risk of bridge failure during a flood event. Instructions contained in a plan of action have been implemented to reduce the risk to users from a bridge failure during or immediately after a flood event. (1)
Future 114:
Clearance 116:
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