Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'ARCHIES CREEK ' (1) ·
'C-37 Canal ' (1) ·
'CHENEY WAY/CSX RR ' (1) ·
'CYPRESS CREEK ' (1) ·
'DIRT FARM ROAD ' (1) ·
'E-4 CANAL ' (1) ·
'Indian River IWW ' (1) ·
'Intracoastal Waterway ' (1) ·
'L-30 CANAL ' (1) ·
'LAKE MANGONIA CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD L-14 Cnl ' (1) ·
'LWDD L-38 CANAL ' (1) ·
'M-1 CANAL ' (1) ·
'Military Trail & CSX RR ' (1) ·
'None ' (1) ·
'S Fork St. Lucie River ' (1) ·
'SR-404 ' (1) ·
'WILLOUGHBY CREEK ' (1)
Critical 006b:
Facility 007:
'Americana Blvd. ' (1) ·
'Atlantic Avenue ' (1) ·
'CONGRESS AVE (NB) ' (1) ·
'CONGRESS AVE (SB) ' (1) ·
'DONALD ROSS RD EB ' (1) ·
'DONALD ROSS RD WB ' (1) ·
'Haverhill Rd ' (1) ·
'INDIAN STREET ' (1) ·
'LINTON BLVD. ' (1) ·
'MILITARY TRAIL NB ' (1) ·
'MILITARY TRAIL SB ' (1) ·
'MINER RD. ' (1) ·
'NB I 95 to Gateway' (1) ·
'OKEECHOBEE RD WB ' (1) ·
'PALM B LAKE BVD EB' (1) ·
'PROSPERITY FARM RD' (1) ·
'S. VERDE TRAIL ' (1) ·
'SW 18TH STREET WB ' (1) ·
'US-1 SB ' (1) ·
'US-192 EB ' (1) ·
'WB Martin Downs Bd' (1) ·
'WB SR808 Glades Rd' (1)
Number 008:
700075 (1) ·
700181 (1) ·
705918 (1) ·
890143 (1) ·
894040 (1) ·
930064 (1) ·
930245 (1) ·
930435 (1) ·
934128 (1) ·
934129 (1) ·
934137 (1) ·
934155 (1) ·
934156 (1) ·
934222 (1) ·
934359 (1) ·
934483 (1) ·
934901 (1) ·
934903 (1) ·
934916 (1) ·
934936 (1) ·
934942 (1) ·
937706 (1)
Location 009:
'0.2MI W OF ROYAL P.B. BLV' (1) ·
'0.3MI E of CONGRESS AVE. ' (1) ·
'0.4MI S of Melaleuca Ln ' (1) ·
'0.5MI N OF 45TH STREET ' (1) ·
'0.6Mi W OF AUSTRALIAN AVE' (1) ·
'0.7MI E of DIXIE HWY A1A ' (1) ·
'0.8Mi W of JOG/CARTER RD.' (1) ·
'0.9 MILE N OF PGA BLVD. ' (1) ·
'0.9MI N OF LAKE IDA ROAD ' (1) ·
'1.1MI W OF US-1 ' (1) ·
'100 ft E of Minton Road ' (1) ·
'1MI N OF CLINT MOORE RD ' (1) ·
'700 ft S of Gateway Blvd ' (1) ·
'800 ft West of I 95 ' (1) ·
'ADJ W SIDE MILITARY TRAIL' (1) ·
'At S Military Trail ' (1) ·
'Between SR-A1A & SR-5 ' (1) ·
'SR-714 East of Fla. Tpk. ' (1) ·
'US-1 SB - SR-404 ' (1) ·
'US-192 EB - Indian River ' (1)
Latitude 016:
26195525 (1) ·
26212624 (1) ·
26220610 (1) ·
26252771 (1) ·
26262125 (1) ·
26274181 (1) ·
26290245 (1) ·
26325800 (1) ·
26332602 (1) ·
26361478 (1) ·
26422263 (1) ·
26432987 (1) ·
26455824 (1) ·
26455826 (1) ·
26512989 (1) ·
26525635 (1) ·
26525705 (1) ·
27102110 (1) ·
27103152 (1) ·
28003971 (1) ·
28050237 (1) ·
28121703 (1)
Longitude 017:
80035127 (1) ·
80041200 (1) ·
80041852 (1) ·
80043860 (1) ·
80043939 (1) ·
80043945 (1) ·
80050618 (1) ·
80051706 (1) ·
80051771 (1) ·
80071555 (1) ·
80071862 (1) ·
80072023 (1) ·
80072169 (1) ·
80074383 (1) ·
80074514 (1) ·
80092461 (1) ·
80123610 (1) ·
80135984 (1) ·
80153061 (1) ·
80352939 (1) ·
80394266 (1) ·
80401747 (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:
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 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: (Click arrow to add another value)
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)
Future 114:
Clearance 116:
Showing below up to 22 results in range #1 to #22.
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