Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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ObjectID:
12258 (1) ·
13730 (1) ·
13814 (1) ·
15194 (1) ·
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15679 (1) ·
15688 (1) ·
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17860 (1)
County 003:
Place 004:
None (1) ·
58725 (1) ·
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Port Orange (1) ·
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Vero Beach (1) ·
Wellington village (1)
Route 005d:
Direction 005e:
Features 006a:
'B-19 Canal ' (1) ·
'BOYNTON CANAL C-16 ' (1) ·
'C-51/WEST PALM BCH CANAL' (1) ·
'Callalisa Creek ' (1) ·
'Canal ' (1) ·
'Canal - D ' (1) ·
'CANAL C-24 ' (1) ·
'E-4 CANAL ' (1) ·
'Intracoastal Waterway ' (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) ·
'MAPLE CREEK ' (1) ·
'SFC CANAL NO 1 ' (1) ·
'SR-507 ' (1) ·
'Ten Mile Creek ' (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) ·
'CONGRESS AVE ' (1) ·
'HYPOLUXO ROAD WB ' (1) ·
'Lake Worth Road ' (1) ·
'MAPP RD ' (1) ·
'Military Trail ' (1) ·
'MILITARY TRAIL NB ' (1) ·
'MILITARY TRAIL SB ' (1) ·
'MINER RD. ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'NB US-441 (SR-7) ' (1) ·
'Pinehurst Ave N ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SB US-441 (SR-7) ' (1) ·
'SOUTH BEND BLVD. ' (1) ·
'SR-44 ' (1) ·
'SR-507 ' (1) ·
'SR-A1A ' (1) ·
'US-98 (SR-80) ' (1) ·
'W LAKE RD CR-717 ' (1) ·
'WB PGA Blvd. ' (1) ·
'Willow Run Blvd. ' (1)
Number 008:
700186 (1) ·
704045 (1) ·
790151 (1) ·
796401 (1) ·
885809 (1) ·
894033 (1) ·
930349 (1) ·
930361 (1) ·
930402 (1) ·
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930410 (1) ·
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934937 (1) ·
934942 (1) ·
940122 (1) ·
940123 (1) ·
945251 (1)
Location 009:
'.2mi W of Clyde Morris Bl' (1) ·
'.5 miles South of SR-70 ' (1) ·
'0.2 MILE WEST OF US-1 ' (1) ·
'0.2MI S OF FLORESTA DR ' (1) ·
'0.3MI E of CONGRESS AVE. ' (1) ·
'0.7 mi south of PGA Blvd.' (1) ·
'0.8Mi NORTH OF CR-804 ' (1) ·
'0.9 MI N OF LAKE IDA ROAD' (1) ·
'0.9 mi N of Wickham Rd ' (1) ·
'0.9MI N OF LAKE IDA ROAD ' (1) ·
'0.9MI S OF SR-802 ' (1) ·
'0.9MI W OF MILITARY TRAIL' (1) ·
'1.0MI W OF MILITARY TRAIL' (1) ·
'1.8MI W OF SR-15 ' (1) ·
'1.9MI S of CR-714 ' (1) ·
'1000'W of SR5 & E ofSR811' (1) ·
'4 miles west of SR 7 ' (1) ·
'A1A on Singer Island ' (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-507 over Crane Creek ' (1) ·
'SR-7 & SR-80 intersection' (1)
Latitude 016:
26243117 (1) ·
26290244 (1) ·
26290245 (1) ·
26322160 (1) ·
26332602 (1) ·
26342072 (1) ·
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28040738 (1) ·
28143333 (1) ·
29014444 (1) ·
29073249 (1)
Longitude 017:
80022456 (1) ·
80035722 (1) ·
80050618 (1) ·
80052654 (1) ·
80061936 (1) ·
80065069 (1) ·
80072101 (1) ·
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80172828 (1) ·
80200930 (1) ·
80231981 (1) ·
80232174 (1) ·
80240703 (1) ·
80371675 (1) ·
80411355 (1) ·
80413808 (1) ·
80541414 (1) ·
81014619 (1)
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
Service On 042a:
Service Under 042b: (Click arrow to add another value)
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:
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:
Showing below up to 26 results in range #1 to #26.
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