Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Direction 005e:
Features 006a:
'BOYNTON CANAL ' (1) ·
'CYPRESS CREEK ' (1) ·
'Indian River IWW ' (1) ·
'L-30 CANAL ' (1) ·
'L-38 CANAL ' (1) ·
'LAKE MANGONIA CANAL ' (1) ·
'Long Creek ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD L-30 CANAL ' (1) ·
'LWDD L-38 CANAL ' (1) ·
'LWDD LAT CANAL 17 ' (1) ·
'M-1 CANAL ' (1) ·
'N Fork St. Lucie River ' (1) ·
'N. Fork St. Lucie River ' (1) ·
'S Fork St. Lucie River ' (1) ·
'Tillman Canal ' (1)
Critical 006b:
Facility 007:
'CONGRESS AVE NB ' (1) ·
'DONALD ROSS RD EB ' (1) ·
'DONALD ROSS RD WB ' (1) ·
'EB Prt St Lucie Bd' (1) ·
'EB St. Lucie Blvd.' (1) ·
'HYPOLUXO ROAD EB ' (1) ·
'HYPOLUXO ROAD WB ' (1) ·
'JOG RD NB ' (1) ·
'JOG ROAD (NB) ' (1) ·
'JOG ROAD NB ' (1) ·
'JOG ROAD SB ' (1) ·
'MILITARY TRAIL NB ' (1) ·
'MILITARY TRAIL SB ' (1) ·
'OKEECHOBEE RD WB ' (1) ·
'PALM B LAKE BVD EB' (1) ·
'SR-507 NB ' (1) ·
'SW 18TH STREET WB ' (1) ·
'US-192 EB ' (1) ·
'WB Martin Downs Bd' (1) ·
'WB Prt St Lucie Bd' (1) ·
'WB St. Lucie Blvd.' (1)
Number 008:
700181 (1) ·
700185 (1) ·
890143 (1) ·
934128 (1) ·
934129 (1) ·
934222 (1) ·
934332 (1) ·
934345 (1) ·
934346 (1) ·
934901 (1) ·
934916 (1) ·
934936 (1) ·
934938 (1) ·
934939 (1) ·
934951 (1) ·
934952 (1) ·
937706 (1) ·
940139 (1) ·
940140 (1) ·
940144 (1) ·
940145 (1)
Location 009:
'0.2MI W OF ROYAL P.B. BLV' (1) ·
'0.6Mi S OF CR-812 ' (1) ·
'0.6Mi W OF AUSTRALIAN AVE' (1) ·
'0.7MI N OF BOYNTON BEACH ' (1) ·
'0.9MI N OF LAKE IDA ROAD ' (1) ·
'1.0MI W OF MILITARY TRAIL' (1) ·
'1.1MI W OF US-1 ' (1) ·
'1.8mi. East of SR-91 ' (1) ·
'1.9Mi S of WOOLBRIGHT ' (1) ·
'1MI N OF CLINT MOORE RD ' (1) ·
'1MI S OF LINTON BLVD ' (1) ·
'2mi. East of SR-91 ' (1) ·
'ADJ W SIDE MILITARY TRAIL' (1) ·
'SR-507 NB - Tillman Canal' (1) ·
'SR-714 East of Fla. Tpk. ' (1) ·
'US-192 EB - Indian River ' (1)
Latitude 016:
26195525 (1) ·
26252703 (1) ·
26252771 (1) ·
26290212 (1) ·
26290213 (1) ·
26290245 (1) ·
26322077 (1) ·
26342010 (1) ·
26342072 (1) ·
26344632 (1) ·
26422263 (1) ·
26432987 (1) ·
26525635 (1) ·
26525705 (1) ·
27103152 (1) ·
27161795 (1) ·
27161803 (1) ·
27161886 (1) ·
27161895 (1) ·
28004740 (1) ·
28050237 (1)
Longitude 017:
80043860 (1) ·
80043939 (1) ·
80043945 (1) ·
80052259 (1) ·
80071862 (1) ·
80072169 (1) ·
80074383 (1) ·
80074641 (1) ·
80074643 (1) ·
80084780 (1) ·
80084942 (1) ·
80084971 (1) ·
80085013 (1) ·
80135984 (1) ·
80153061 (1) ·
80191739 (1) ·
80192218 (1) ·
80192691 (1) ·
80193090 (1) ·
80352939 (1) ·
80371970 (1)
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b: (Click arrow to add another value)
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 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)
Culvert 062:
Inspect Date 090:
Direction 102: (Click arrow to add another value)
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)
Future 114:
Clearance 116:
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