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:
Direction 005e:
Features 006a:
'BOYNTON CANAL ' (1) ·
'BRANCH OF MIAMI CANAL ' (1) ·
'CANAL C-17 ' (1) ·
'Drainage Ditch ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'ITCWD CANAL #1 ' (1) ·
'ITCWD CANAL #2 ' (1) ·
'LATERAL B CANAL ' (1) ·
'LATERAL U CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD L-30 CANAL ' (1) ·
'MANATEE POCKET ' (1) ·
'N. NEW RIVER CANAL ' (1) ·
'PARK LATERAL CANAL ' (1) ·
'RELIEF CANAL ' (1)
Critical 006b:
Facility 007:
'16TH ST ' (1) ·
'CR-512 ' (1) ·
'CR-613 (58TH AVE.)' (1) ·
'CRESTWOOD BLVD ' (1) ·
'CRESTWOOD BLVD. ' (1) ·
'DONALD ROSS RD WB ' (1) ·
'HORSESHOE POINT RD' (1) ·
'JOG ROAD SB ' (1) ·
'LYONS ROAD ' (1) ·
'MIAMI CANAL ROAD ' (1) ·
'OKEELANTA RD. ' (1) ·
'PALMETTO PK RD ' (1) ·
'PARK AVE. W. ' (1) ·
'Willowood Drive ' (1)
Number 008:
704032 (1) ·
884065 (1) ·
884066 (1) ·
884067 (1) ·
884068 (1) ·
890101 (1) ·
934160 (1) ·
934164 (1) ·
934294 (1) ·
934296 (1) ·
934516 (1) ·
934522 (1) ·
934902 (1) ·
934938 (1) ·
934953 (1)
Location 009:
'.21 E of Minton Rd. ' (1) ·
'0.1MI S OF OKEECHOBEE BL ' (1) ·
'0.2 Mi E of ANCHOR AVE. ' (1) ·
'0.3MI S OF SR-60 ' (1) ·
'0.3MI W OF CONGRESS AVE ' (1) ·
'0.6MI S OF OKEECHOBEE BLV' (1) ·
'0.7MI N OF BOYNTON BCH BL' (1) ·
'0.8MI WEST OF US-1 ' (1) ·
'1.9Mi S of WOOLBRIGHT ' (1) ·
'2.2MI S OF SR-80 ' (1) ·
'20ft. E of 58th Ave/CR613' (1) ·
'7MI NORTH OF SR-60 ' (1) ·
'9.2MI N OF SR-60 ' (1) ·
'ADJ W SIDE MILITARY TRAIL' (1) ·
'AT US-27 ' (1)
Latitude 016:
Longitude 017:
Owner 022: (Click arrow to add another value)
Built 027: (Click arrow to add another value)
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061:
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:
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)
Future 114:
Clearance 116:
Showing below up to 15 results in range #1 to #15.
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