Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
15645 (1) ·
15646 (1) ·
15767 (1) ·
15768 (1) ·
15782 (1) ·
15800 (1) ·
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County 003:
Place 004:
Direction 005e:
Features 006a:
'C. Stanley Weaver Canal ' (1) ·
'CYPRESS CREEK ' (1) ·
'E3 CANAL ' (1) ·
'FL. TURNPIKE ' (1) ·
'L-30 CANAL ' (1) ·
'L-38 CANAL ' (1) ·
'L-5 CANAL ' (1) ·
'LAKE MANGONIA CANAL ' (1) ·
'LAKE OSBOURNE ' (1) ·
'LWDD C-17 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD E-4 CANAL ' (1) ·
'LWDD L-30 CANAL ' (1) ·
'LWDD L-38 CANAL ' (1) ·
'LWDD LATERAL 14 CANAL ' (1) ·
'LWDD LATERAL 30 CANAL ' (1) ·
'LWDD LATERAL 32 CANAL ' (1) ·
'M CANAL ' (1) ·
'Range Line Canal ' (1) ·
'South Relief Canal ' (1) ·
'SR-91 TPK & BOCA RIO RD.' (1) ·
'SR-91 TPK-DRAINAGE CANAL' (1) ·
'SR-91 TPK/DRAINAGE CANAL' (1)
Critical 006b:
Facility 007:
'26th Street ' (1) ·
'CONGRESS AVE NB ' (1) ·
'CONGRESS AVE SB ' (1) ·
'CR605 Old Dixie ' (1) ·
'DONALD ROSS RD EB ' (1) ·
'DONALD ROSS RD WB ' (1) ·
'HYPOLUXO ROAD EB ' (1) ·
'HYPOLUXO ROAD WB ' (1) ·
'JOG RD NB ' (1) ·
'JOG ROAD (NB) ' (1) ·
'JOG ROAD NB ' (1) ·
'JOG ROAD SB ' (1) ·
'LAKE IDA ROAD ' (1) ·
'LANTANA ROAD WB ' (1) ·
'LYONS ROAD ' (1) ·
'MILITARY TR. SB ' (1) ·
'MILITARY TRAIL NB ' (1) ·
'MILITARY TRAIL SB ' (1) ·
'N. LAKE BLVD EB ' (1) ·
'N. LAKE BLVD WB ' (1) ·
'PALM B LAKE BVD EB' (1) ·
'PALM B LAKE BVD WB' (1) ·
'PALMETTO PK RD(EB)' (1) ·
'SEMINOLE/PRATTWHT.' (1) ·
'SW 18TH ST WB ' (1) ·
'SW 18TH ST. EB ' (1) ·
'SW 23RD AVE. ' (1) ·
'YAMATO RD EB ' (1) ·
'YAMATO RD WB ' (1)
Number 008:
884070 (1) ·
884086 (1) ·
930267 (1) ·
930268 (1) ·
930302 (1) ·
934128 (1) ·
934129 (1) ·
934151 (1) ·
934224 (1) ·
934272 (1) ·
934313 (1) ·
934341 (1) ·
934345 (1) ·
934346 (1) ·
934909 (1) ·
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934918 (1) ·
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934933 (1) ·
934934 (1) ·
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934937 (1) ·
934938 (1) ·
934939 (1) ·
934945 (1) ·
934946 (1) ·
934952 (1) ·
934964 (1) ·
937706 (1)
Location 009:
'0.2 MI S OF LAKE IDA ROAD' (1) ·
'0.25 MI. W OF I-95 ' (1) ·
'0.2MI S OF LAKE IDA ROAD ' (1) ·
'0.6 MI WEST OF I-95 ' (1) ·
'0.6MI S of SOUTHERN BLVD ' (1) ·
'0.6Mi W OF AUSTRALIAN AVE' (1) ·
'0.7Mi N OF SR-804 ' (1) ·
'0.8 MI N OF LAKE IDA ROAD' (1) ·
'0.8MI E OF I-95 ' (1) ·
'0.8MI EAST OF I-95 ' (1) ·
'0.8MI N OF LANTANA ROAD ' (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) ·
'1.0MI W OF MILITARY TRAIL' (1) ·
'1.1 MI E OF JOG ROAD ' (1) ·
'1.1MI W OF US-1 ' (1) ·
'1.3 Mi. North of CR-606 ' (1) ·
'1.9Mi S of WOOLBRIGHT ' (1) ·
'1MI N OF CLINT MOORE RD ' (1) ·
'1MI N. of CLINT MOORE RD.' (1) ·
'1MI S OF LINTON BLVD ' (1) ·
'1MI S. OF LINTON BLVD ' (1) ·
'2.9MI W OF MILITARY TRAIL' (1) ·
'2MI E OF SR-7 US-441 ' (1) ·
'4MI N OF OKEECHOBEE BLVD.' (1) ·
'At 74th Ave ' (1)
Latitude 016:
26195316 (1) ·
26195370 (1) ·
26210062 (1) ·
26233917 (1) ·
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26302699 (1) ·
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26482992 (1) ·
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26525635 (1) ·
26525705 (1) ·
27361500 (1) ·
27384680 (1)
Longitude 017:
80043860 (1) ·
80043939 (1) ·
80043945 (1) ·
80044182 (1) ·
80044341 (1) ·
80050893 (1) ·
80050894 (1) ·
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80053609 (1) ·
80071862 (1) ·
80071933 (1) ·
80072101 (1) ·
80072169 (1) ·
80072244 (1) ·
80074641 (1) ·
80074643 (1) ·
80075060 (1) ·
80084210 (1) ·
80084773 (1) ·
80084780 (1) ·
80084942 (1) ·
80085013 (1) ·
80101305 (1) ·
80101307 (1) ·
80101404 (1) ·
80101583 (1) ·
80101586 (1) ·
80112200 (1) ·
80182538 (1) ·
80231300 (1) ·
80284503 (1)
Owner 022:
Built 027:
Lanes 028a: (Click arrow to add another value)
Traffic 029:
Traffic Year 030: (Click arrow to add another value)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061: (Click arrow to add another value)
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 (including piles) on dry land well above flood water elevations. (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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