Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
13679 (1) ·
13680 (1) ·
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County 003:
Place 004:
None (1) ·
58625 (1) ·
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Route 005d:
Direction 005e:
Features 006a:
'B-19 Canal ' (1) ·
'BRANCH OF MIAMI CANAL ' (1) ·
'C-51/WEST PALM BCH CANAL' (1) ·
'Callalisa Creek ' (1) ·
'Canal - D ' (1) ·
'Creek ' (1) ·
'Drainage Ditch ' (1) ·
'E-3 CANAL ' (1) ·
'E-4 CANAL ' (1) ·
'Halifax River ' (1) ·
'Intracoastal Waterway ' (1) ·
'IWW Halifax River ' (1) ·
'IWW Indian River ' (1) ·
'L-30 CANAL ' (1) ·
'LATERAL E DRAIN CANAL ' (1) ·
'LWDD CANAL E-1 ' (1) ·
'LWDD E-1 Canal ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD LATERAL 14 CANAL ' (1) ·
'MANATEE POCKET ' (1) ·
'Misner Branch ' (1) ·
'OKEECHOBEE RIM CANAL ' (1) ·
'SR-91 TPK-DRAINAGE CANAL' (1) ·
'SR-91 TPK/DRAINAGE CANAL' (1) ·
'Thompson River ' (1) ·
'Tide Relief Canal ' (1) ·
'West Palm Beach Canal ' (1)
Critical 006b:
Facility 007:
'10TH AVE NORTH ' (1) ·
'27TH STREET ' (1) ·
'BINKS FOREST DRIVE' (1) ·
'CLINT MOORE RD ' (1) ·
'CR-717 ' (1) ·
'EB Lake Worth Rd. ' (1) ·
'HORSESHOE POINT RD' (1) ·
'HYPOLUXO ROAD WB ' (1) ·
'Lake Worth Road ' (1) ·
'Main Trail ' (1) ·
'MIAMI CANAL ROAD ' (1) ·
'Military Trail ' (1) ·
'MILITARY TRAIL NB ' (1) ·
'MILITARY TRAIL SB ' (1) ·
'MINER RD. ' (1) ·
'NB US-441 (SR-7) ' (1) ·
'PALMETTO PK RD ' (1) ·
'SB US-441 (SR-7) ' (1) ·
'SR-40 ' (1) ·
'SR-44 ' (1) ·
'SR-656 (17th St.) ' (1) ·
'SR-A1A ' (1) ·
'SW 18TH ST WB ' (1) ·
'SW 18TH ST. EB ' (1) ·
'US-98 (SR-80) ' (1) ·
'Willow Run Blvd. ' (1) ·
'Willowood Drive ' (1)
Number 008:
704032 (1) ·
790048 (1) ·
790049 (1) ·
790147 (1) ·
790148 (1) ·
790151 (1) ·
790152 (1) ·
796000 (1) ·
796401 (1) ·
880077 (1) ·
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Location 009:
'.21 E of Minton Rd. ' (1) ·
'.2mi W of Clyde Morris Bl' (1) ·
'0.2 Mi E of ANCHOR AVE. ' (1) ·
'0.2 MILE WEST OF US-1 ' (1) ·
'0.3MI E of CONGRESS AVE. ' (1) ·
'0.4 Mi. W of SR-A1A ' (1) ·
'0.7 mi south of PGA Blvd.' (1) ·
'0.8 Mile West of Nova Rd ' (1) ·
'0.9 MI N OF LAKE IDA ROAD' (1) ·
'0.9MI N OF LAKE IDA ROAD ' (1) ·
'0.9MI S OF SR-802 ' (1) ·
'0.9MI W OF MILITARY TRAIL' (1) ·
'0.9MI W OF POWERLINE RD ' (1) ·
'1 Mile East of Jog Rd. ' (1) ·
'1.0MI W OF MILITARY TRAIL' (1) ·
'1.2 Mi. W of Barberville ' (1) ·
'1.9 MI WEST OF SR-715 ' (1) ·
'2.2MI S OF SR-80 ' (1) ·
'3.2 MI W Of Barberville ' (1) ·
'4 miles west of SR 7 ' (1) ·
'A1A on Singer Island ' (1) ·
'A1A-Port Orange Relief ' (1) ·
'ADJ W SIDE MILITARY TRAIL' (1) ·
'AT US-441 (SOUTHERN BLVD)' (1) ·
'AT US-441 SR-7 ' (1) ·
'Lake Worth Rd. at SR-7 ' (1) ·
'SR-44 - Callalisa Creek ' (1) ·
'SR-44 - Indian River ' (1) ·
'SR-7 & SR-80 intersection' (1) ·
'SR-A1A over Halifax River' (1)
Latitude 016:
26195316 (1) ·
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29165358 (1)
Longitude 017:
80022456 (1) ·
80050618 (1) ·
80061936 (1) ·
80065069 (1) ·
80072101 (1) ·
80072169 (1) ·
80074511 (1) ·
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80074641 (1) ·
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80400400 (1) ·
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80491520 (1) ·
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80550332 (1) ·
80583172 (1) ·
80590233 (1) ·
81014619 (1) ·
81054109 (1) ·
81261295 (1) ·
81280837 (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 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:
Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. (1) ·
N/A (1) ·
No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. (1)
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 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)
Future 114:
Clearance 116:
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