Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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ObjectID:
County 003:
Place 004:
Direction 005e:
Features 006a:
'BOYNTON CANAL ' (1) ·
'Bulow Creek ' (1) ·
'CANAL C-17 ' (1) ·
'CANAL E-1 ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'ITCWD CANAL #1 ' (1) ·
'ITCWD CANAL #2 ' (1) ·
'LATERAL B CANAL ' (1) ·
'LATERAL U CANAL ' (1) ·
'Little Cow Creek ' (1) ·
'LWDD L-30 CANAL ' (1) ·
'LWDD LATERAL 30 CANAL ' (1) ·
'LWDD LATERAL 32 CANAL ' (1) ·
'N RELIEF CANAL ' (1) ·
'N. NEW RIVER CANAL ' (1) ·
'PARK LATERAL CANAL ' (1) ·
'RELIEF CANAL ' (1) ·
'Samsula Canal ' (1)
Critical 006b:
Facility 007:
'16TH ST ' (1) ·
'ARMONE PLACE ' (1) ·
'CONGRESS AVE NB ' (1) ·
'CONGRESS AVE SB ' (1) ·
'Cow Creek Road ' (1) ·
'CR 613 (58TH AVE) ' (1) ·
'CR-512 ' (1) ·
'CR-613 (58TH AVE.)' (1) ·
'CRESTWOOD BLVD ' (1) ·
'CRESTWOOD BLVD. ' (1) ·
'DONALD ROSS RD WB ' (1) ·
'Hunting Camp Road ' (1) ·
'JOG ROAD SB ' (1) ·
'LYONS ROAD ' (1) ·
'OKEELANTA RD. ' (1) ·
'PARK AVE. W. ' (1) ·
'Samsula Drive ' (1) ·
'Walter Boardman Ln' (1)
Number 008:
794126 (1) ·
794130 (1) ·
794184 (1) ·
794185 (1) ·
884055 (1) ·
884065 (1) ·
884066 (1) ·
884067 (1) ·
884068 (1) ·
934160 (1) ·
934164 (1) ·
934294 (1) ·
934296 (1) ·
934489 (1) ·
934522 (1) ·
934930 (1) ·
934931 (1) ·
934932 (1) ·
934933 (1) ·
934938 (1) ·
934953 (1)
Location 009:
'0.1MI S OF OKEECHOBEE BL ' (1) ·
'0.2 MI S OF LAKE IDA ROAD' (1) ·
'0.2MI S OF LAKE IDA ROAD ' (1) ·
'0.3MI S OF SR-60 ' (1) ·
'0.3MI W OF CONGRESS AVE ' (1) ·
'0.4MI N OF 49TH ST. ' (1) ·
'0.6 Mile South of SR-442 ' (1) ·
'0.6MI S OF OKEECHOBEE BLV' (1) ·
'0.7MI N OF BOYNTON BCH BL' (1) ·
'0.8 MI N OF LAKE IDA ROAD' (1) ·
'0.8MI WEST OF US-1 ' (1) ·
'0.9 mi E of Old Dixie Hwy' (1) ·
'1.0 mi. S of SR-44 ' (1) ·
'1.3 miles South of SR-44 ' (1) ·
'1.9Mi S of WOOLBRIGHT ' (1) ·
'20ft. E of 58th Ave/CR613' (1) ·
'7MI NORTH OF SR-60 ' (1) ·
'9.2MI N OF SR-60 ' (1) ·
'AT SR-7 US-441 ' (1) ·
'AT US-27 ' (1)
Latitude 016:
26280864 (1) ·
26280868 (1) ·
26290167 (1) ·
26290169 (1) ·
26290213 (1) ·
26321971 (1) ·
26331348 (1) ·
26363600 (1) ·
26415366 (1) ·
26421351 (1) ·
26475062 (1) ·
26525529 (1) ·
27375405 (1) ·
27380220 (1) ·
27413662 (1) ·
27442320 (1) ·
27454113 (1) ·
28563029 (1) ·
28592979 (1) ·
28594816 (1) ·
29242747 (1)
Longitude 017:
80040992 (1) ·
80052317 (1) ·
80052387 (1) ·
80052450 (1) ·
80053541 (1) ·
80053609 (1) ·
80085013 (1) ·
80111927 (1) ·
80121898 (1) ·
80142395 (1) ·
80143409 (1) ·
80264603 (1) ·
80264781 (1) ·
80264868 (1) ·
80365199 (1) ·
80383118 (1) ·
80424015 (1) ·
80563010 (1) ·
81022736 (1) ·
81025853 (1) ·
81071865 (1)
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 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)
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)
Future 114:
Clearance 116:
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