Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
13736 (1) ·
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County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'Barge Canal ' (1) ·
'C-17 Canal ' (1) ·
'C-51 CANAL ' (1) ·
'CANAL ' (1) ·
'CANAL L-12 ' (1) ·
'CANAL-17 ' (1) ·
'Cypress Creek ' (1) ·
'DANFORTH CREEK ' (1) ·
'Drainage Canal ' (1) ·
'E-1 CANAL ' (1) ·
'E-3 CANAL ' (1) ·
'Header Canal ' (1) ·
'HILLSBORO CANAL L-14 ' (1) ·
'L-38 CANAL ' (1) ·
'LOXAHATCHEE CREEK ' (1) ·
'LOXAHATCHEE RIVER ' (1) ·
'LWDD L-38 CANAL ' (1) ·
'Moore's Creek ' (1) ·
'Nova Canal ' (1) ·
'PERENNIAL CANAL ' (1) ·
'SLOUGH ' (1) ·
'South Relief Canal ' (1) ·
'SW FORK LOXAHATCHEE RVR ' (1) ·
'Tomoka River ' (1)
Critical 006b:
Facility 007:
'CENTRAL BLVD ' (1) ·
'EB Blue Heron Blvd' (1) ·
'Emerson Ave 27th A' (1) ·
'FLAVOR PICT ROAD ' (1) ·
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'NB 1-95 (SR-9) ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'NW 2ND ST ' (1) ·
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'US-1 (SR-5) ' (1) ·
'US98/441 SR15/700 ' (1) ·
'WB Blue Heron Blvd' (1) ·
'WB SR 70 ' (1) ·
'Woodcliff Drive ' (1)
Number 008:
700201 (1) ·
790163 (1) ·
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880088 (1) ·
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Location 009:
'0.04Mi W OF A1A ' (1) ·
'0.2 MI W OF A1A ' (1) ·
'0.3MI N of SR-706 ' (1) ·
'0.4 MILE N OF SR-710 ' (1) ·
'0.5Mi WEST OF CR-809 ' (1) ·
'0.6MI South of CR-714 ' (1) ·
'0.7MI N of Northlake Blvd' (1) ·
'0.9 MILES WEST OF TPK ' (1) ·
'1 mi. N of Cnty Rd 708 ' (1) ·
'1 Mile East of I-95 ' (1) ·
'1 mile North of SR-70 ' (1) ·
'1.4 MILES WEST OF TPK ' (1) ·
'1.7 miles North of SR 706' (1) ·
'10ft. East of Nova Road ' (1) ·
'11.4Mi N of Palm Beach Co' (1) ·
'16Mi W of SR-7 ' (1) ·
'1MI N OF CLINT MOORE RD ' (1) ·
'1MI N. of CLINT MOORE RD.' (1) ·
'1MI S OF LINTON BLVD ' (1) ·
'2.5 miles North of SR-706' (1) ·
'2.8MI S OF SR-60 ' (1) ·
'3.9Mi N. of Palm Beach Co' (1) ·
'4.7Mi N. of Palm Beach Co' (1) ·
'7.0 mi. W of FL Turnpike ' (1) ·
'7.4Mi N. of Palm Beach Co' (1) ·
'7.9 Mi N of Palm Beach Co' (1) ·
'750FT W OF SR-7 (US-441) ' (1) ·
'ADJACENT TO US-441 ' (1) ·
'AT SOUTHERN/FORESTHILINTR' (1) ·
'SR-3 NB over Barge Canal ' (1) ·
'SR-40 EB - Tomoka River ' (1)
Latitude 016:
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29110190 (1) ·
29151698 (1)
Longitude 017:
80024971 (1) ·
80025576 (1) ·
80045519 (1) ·
80052832 (1) ·
80053013 (1) ·
80071862 (1) ·
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80180837 (1) ·
80193646 (1) ·
80245043 (1) ·
80265070 (1) ·
80265190 (1) ·
80295022 (1) ·
80373536 (1) ·
80375331 (1) ·
80385060 (1) ·
80390367 (1) ·
80395040 (1) ·
80401144 (1) ·
80422088 (1) ·
81014689 (1) ·
81072493 (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:
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:
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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