Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- definition (254)
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'Belcher Canal (C-25) ' (1) ·
'C-51 CANAL ' (1) ·
'C. Stanley Weaver Canal ' (1) ·
'Canal No. 1 ' (1) ·
'Canal No.1 ' (1) ·
'CYPRESS CREEK ' (1) ·
'Hillsboro (L-14) Canal ' (1) ·
'Jupiter Creek ' (1) ·
'Rim Ditch Canal C-24 ' (1) ·
'Rose Bay ' (1) ·
'Spruce Creek ' (1) ·
'Spruce Creek N Relief ' (1) ·
'Spruce Creek S. Relief ' (1) ·
'WARNER CREEK ' (1) ·
Tillman Canal (1)
Critical 006b:
Facility 007:
'DIXIE HIGHWAY ' (1) ·
'FLYING COW ROAD ' (1) ·
'Indiantown Road ' (1) ·
'MILITARY TR. NB ' (1) ·
'MILITARY TR. SB ' (1) ·
'NB SR-615 ' (1) ·
'PALMWOOD ROAD ' (1) ·
'SB SR- 615 ' (1) ·
'SB SR-615 ' (1) ·
'SR-715 ' (1) ·
'SR70 WB Okeechobee' (1) ·
'US-1 NB ' (1) ·
'US-1 SB ' (1) ·
'US-1SB ' (1) ·
SR-507 SB (1)
Number 008:
700190 (1) ·
790155 (1) ·
790157 (1) ·
790159 (1) ·
790162 (1) ·
890113 (1) ·
930420 (1) ·
930471 (1) ·
934136 (1) ·
934292 (1) ·
934934 (1) ·
934935 (1) ·
940136 (1) ·
940146 (1) ·
940147 (1) ·
940148 (1) ·
940149 (1)
Location 009:
'0.1MI N of DONALD ROSS RD' (1) ·
'0.7Mi N OF SR-804 ' (1) ·
'1.2Mi. E of Savannah Rd. ' (1) ·
'1.5 mi N of SR 68 ' (1) ·
'1.5 mi. N. of SR 68 ' (1) ·
'1mi. West of CR-613 ' (1) ·
'2 mi N. of SR 68 ' (1) ·
'2 Mi. N. of SR 68 ' (1) ·
'2.3 Mi. East of I-95 ' (1) ·
'AT SR-80 ' (1) ·
'Belle Glade 1Mi W SR-80 ' (1) ·
'US-1 NB over Rose Bay ' (1) ·
'US-1 SB - Spruce Creek ' (1) ·
'US-1 SB-Spruce Creek ' (1) ·
'US-1SB - Spruce Cr. S. ' (1) ·
SR-507 SB-Tillman Canal (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a: (Click arrow to add another value)
Type 043b:
Length 049:
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)
Culvert 062:
Inspect Date 090:
Direction 102:
Rebuilt 106:
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 assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles by assessment, 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:
Showing below up to 17 results in range #1 to #17.
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