Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
12238 (1) ·
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Date: (Click arrow to add another value)
County 003:
Place 004:
None (1) ·
54175 (1) ·
58625 (1) ·
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North Palm Beach village (1) ·
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Royal Palm Beach village (1) ·
Vero Beach (1) ·
West Melbourne (1)
Route 005d:
Features 006a:
'11th Street Canal ' (1) ·
'BOYNTON CANAL ' (1) ·
'BRANCH OF MIAMI CANAL ' (1) ·
'C-51 W.P.B. CANAL ' (1) ·
'CANAL C-17 ' (1) ·
'CR 812 LANTANA RD ' (1) ·
'Creek ' (1) ·
'Drainage Ditch ' (1) ·
'E-3 CANAL ' (1) ·
'I-95 ' (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) ·
'Misner Branch ' (1) ·
'N. NEW RIVER CANAL ' (1) ·
'PARK LATERAL CANAL ' (1) ·
'RELIEF CANAL ' (1) ·
'S-5 Discharge Canal ' (1) ·
'SR-91 (Fl. Tpk.) ' (1) ·
'St Johns River ' (1) ·
'Turkey Creek ' (1) ·
Six Mile Creek (1)
Critical 006b:
Facility 007:
'16TH ST ' (1) ·
'Alta Drive ' (1) ·
'CR-512 ' (1) ·
'CR-613 (58TH AVE.)' (1) ·
'CRESTWOOD BLVD ' (1) ·
'CRESTWOOD BLVD. ' (1) ·
'DONALD ROSS RD WB ' (1) ·
'EB Lake Worth Rd. ' (1) ·
'EB SR706 ' (1) ·
'HORSESHOE POINT RD' (1) ·
'Indian Lake Road ' (1) ·
'JOG ROAD SB ' (1) ·
'Levee Road ' (1) ·
'LYONS ROAD ' (1) ·
'Main Trail ' (1) ·
'MIAMI CANAL ROAD ' (1) ·
'OKEELANTA RD. ' (1) ·
'PALMETTO PK RD ' (1) ·
'PARK AVE. W. ' (1) ·
'Port St. John Pkwy' (1) ·
'SR-520 WB ' (1) ·
'SR-656 (17th St.) ' (1) ·
'SR-714 ' (1) ·
'SR91 NB TPK 91.26 ' (1) ·
'SR91 SB TPK 91.26 ' (1) ·
'US-1 ' (1) ·
'US-98 SR700 US441 ' (1) ·
'WB SR 706 ' (1) ·
'Willowood Drive ' (1) ·
SR-46 (1)
Number 008:
700194 (1) ·
700199 (1) ·
700200 (1) ·
700203 (1) ·
704032 (1) ·
790801 (1) ·
795503 (1) ·
796000 (1) ·
880077 (1) ·
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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) ·
'0.4 Mi. W of SR-A1A ' (1) ·
'0.6MI S OF OKEECHOBEE BLV' (1) ·
'0.7MI N OF BOYNTON BCH BL' (1) ·
'0.8 Mile West of Nova Rd ' (1) ·
'0.8MI WEST OF US-1 ' (1) ·
'1 Mile East of Jog Rd. ' (1) ·
'1.9Mi S of WOOLBRIGHT ' (1) ·
'2.1 M S OF LAKEWORTH INTR' (1) ·
'2.1MI S LAKEWORTH INTERCH' (1) ·
'2.2MI S OF SR-80 ' (1) ·
'2.3mi N on Indian Lake Rd' (1) ·
'20ft. E of 58th Ave/CR613' (1) ·
'21.0 Mi North of US-27 ' (1) ·
'7MI NORTH OF SR-60 ' (1) ·
'9.2MI N OF SR-60 ' (1) ·
'ADJ W SIDE MILITARY TRAIL' (1) ·
'At LPGA Blvd. ' (1) ·
'AT US-27 ' (1) ·
'Indiantown Rd./ICW ' (1) ·
'Indiantown Rd/ ICW ' (1) ·
'Port St. John Pkwy - I-95' (1) ·
'SR-520 WB -St Johns River' (1) ·
'SR-700 CANAL POINT ' (1) ·
'Turnpike at Stuart exit. ' (1) ·
'US-1 over Turkey Creek ' (1) ·
SR-46 over Six Mile Cr (1)
Latitude 016:
26210226 (1) ·
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29095886 (1) ·
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29165358 (1)
Longitude 017:
80040992 (1) ·
80050063 (1) ·
80052450 (1) ·
80074511 (1) ·
80074852 (1) ·
80085013 (1) ·
80102377 (1) ·
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80111927 (1) ·
80112778 (1) ·
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80143409 (1) ·
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80400400 (1) ·
80424015 (1) ·
80491520 (1) ·
80491650 (1) ·
80492277 (1) ·
80522244 (1) ·
80543618 (1) ·
81025160 (1) ·
81054109 (1) ·
81091698 (1)
Owner 022:
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) ·
N/A (1) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (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 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) ·
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:
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