Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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ObjectID:
12120 (1) ·
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County 003:
Place 004:
None (1) ·
24350 (1) ·
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Wellington village (1)
Route 005d:
Direction 005e:
Features 006a:
'Belcher Canal (C-25) ' (1) ·
'Boynton Canal C16 ' (1) ·
'C-51/WEST PALM BCH CANAL' (1) ·
'Callalisa Creek ' (1) ·
'CANAL ' (1) ·
'Canal - D ' (1) ·
'CR-515 & Indian River ' (1) ·
'DRAINAGE DITCH ' (1) ·
'E-4 CANAL ' (1) ·
'Halifax River ' (1) ·
'L-30 CANAL ' (1) ·
'PARK LATERAL CANAL ' (1) ·
'RELIEF CANAL ' (1) ·
'Service Rd & Canal ' (1) ·
'SR-406 ' (1) ·
'SR-91 TPK-DRAINAGE CANAL' (1) ·
'SR-91 TPK/DRAINAGE CANAL' (1) ·
'Thompson River ' (1) ·
'Tide Relief Canal ' (1) ·
'US-1 & FECRR ' (1) ·
'West Palm Beach Canal ' (1)
Critical 006b:
Facility 007:
'97 TH STREET ' (1) ·
'AVENUE OF PGA ' (1) ·
'BINKS FOREST DRIVE' (1) ·
'CR-510 WABASSO RD ' (1) ·
'HICKORY DRIVE ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'Kings Highway ' (1) ·
'LARCH AVE ' (1) ·
'Military Trail ' (1) ·
'MILITARY TRAIL NB ' (1) ·
'MILITARY TRAIL SB ' (1) ·
'MINER RD. ' (1) ·
'NB US-441 (SR-7) ' (1) ·
'SB US-441 (SR-7) ' (1) ·
'SR-401 SB ' (1) ·
'SR-44 ' (1) ·
'SR-528 WB ' (1) ·
'SR-A1A ' (1) ·
'SR91 N/S TPK 153.7' (1) ·
'SR91 N/S TPK 154.3' (1) ·
'SW 18TH ST WB ' (1) ·
'SW 18TH ST. EB ' (1) ·
'US-98 (SR-80) ' (1) ·
'US1(SR5) ' (1)
Number 008:
700014 (1) ·
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700030 (1) ·
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940110 (1)
Location 009:
'0.1 MI S of PGA BLVD ' (1) ·
'0.1MI W OF MILITARY TRAIL' (1) ·
'0.3MI E of CONGRESS AVE. ' (1) ·
'0.51 MI NORTH OF SR-70 ' (1) ·
'0.7 Mi N of Boynton Bch ' (1) ·
'0.7 mi south of PGA Blvd.' (1) ·
'0.9 MI N OF LAKE IDA ROAD' (1) ·
'0.9MI N OF LAKE IDA ROAD ' (1) ·
'0.9MI W OF POWERLINE RD ' (1) ·
'1.2 MI NORTH OF SR-70 ' (1) ·
'1.5mi. N of SR-68 ' (1) ·
'3.2MI W OF US-1 ' (1) ·
'4 miles west of SR 7 ' (1) ·
'A1A on Singer Island ' (1) ·
'A1A-Port Orange Relief ' (1) ·
'AT 141st ST ' (1) ·
'AT US-441 (SOUTHERN BLVD)' (1) ·
'I-95 NB over SR-406 ' (1) ·
'I-95 SB over SR-406 ' (1) ·
'SR-401 SB - Barge Canal ' (1) ·
'SR-44 - Callalisa Creek ' (1) ·
'SR-528 WB - CR-515 ' (1) ·
'SR-528 WB - US-1 & FECRR ' (1) ·
'SR-7 & SR-80 intersection' (1)
Latitude 016:
26195316 (1) ·
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Longitude 017:
80022456 (1) ·
80032688 (1) ·
80050618 (1) ·
80061936 (1) ·
80062177 (1) ·
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80510378 (1) ·
80510486 (1) ·
80541414 (1) ·
80590233 (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) ·
N/A (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) ·
Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. (1)
Inspect Date 090: (Click arrow to add another value)
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 conditions; field review indicates action is required to protect exposed foundations (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 not over waterway. (1)
Future 114:
Clearance 116:
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