Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
15140 (1) ·
15160 (1) ·
15167 (1) ·
15170 (1) ·
15184 (1) ·
15185 (1) ·
15267 (1) ·
15280 (1) ·
15767 (1) ·
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19244 (1) ·
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19504 (1)
County 003:
Place 004:
Direction 005e:
Features 006a:
'ARCHIES CREEK ' (1) ·
'BOYNTON CANAL ' (1) ·
'BRITT CANAL ' (1) ·
'Cabana Colony Circle ' (1) ·
'CHENEY WAY/CSX RR ' (1) ·
'CSX RAILROAD ' (1) ·
'CYPRESS CREEK ' (1) ·
'DIRT FARM ROAD ' (1) ·
'Drainage Canal ' (1) ·
'E-4 CANAL ' (1) ·
'FL. TURNPIKE ' (1) ·
'FLORIDA TURNPIKE ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'L-30 CANAL ' (1) ·
'L-38 CANAL ' (1) ·
'LAKE MANGONIA CANAL ' (1) ·
'LATERAL A CANAL ' (1) ·
'LATERAL A CANAL ' (1) ·
'LATERAL C CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD L-14 Cnl ' (1) ·
'LWDD L-30 CANAL ' (1) ·
'LWDD L-38 CANAL ' (1) ·
'LWDD LAT CANAL 17 ' (1) ·
'LWDD LATERAL 14 CANAL ' (1) ·
'M-1 CANAL ' (1) ·
'PARK LATERAL CANAL ' (1) ·
'SR-91 TPK-DRAINAGE CANAL' (1) ·
'SR-91 TPK/DRAINAGE CANAL' (1) ·
'WILLOUGHBY CREEK ' (1)
Critical 006b:
Facility 007:
'101ST STREET ' (1) ·
'109TH STREET ' (1) ·
'53RD STREET ' (1) ·
'65TH ST. ' (1) ·
'8TH ST. CR-612 ' (1) ·
'97 TH STREET ' (1) ·
'BRITT RD ' (1) ·
'CONGRESS AVE (NB) ' (1) ·
'CONGRESS AVE (SB) ' (1) ·
'CONGRESS AVE NB ' (1) ·
'CR-708 ' (1) ·
'CR-812 OCEAN AVE ' (1) ·
'DONALD ROSS RD EB ' (1) ·
'DONALD ROSS RD WB ' (1) ·
'Haverhill Rd ' (1) ·
'HYPOLUXO ROAD EB ' (1) ·
'HYPOLUXO ROAD WB ' (1) ·
'INDIAN STREET ' (1) ·
'JOG RD NB ' (1) ·
'JOG ROAD (NB) ' (1) ·
'JOG ROAD NB ' (1) ·
'JOG ROAD SB ' (1) ·
'LINTON BLVD. ' (1) ·
'LYONS ROAD ' (1) ·
'MILITARY TRAIL NB ' (1) ·
'MILITARY TRAIL SB ' (1) ·
'MINER RD. ' (1) ·
'NORTHLAKE BLVD(EB)' (1) ·
'NORTHLAKE BLVD(WB)' (1) ·
'OKEECHOBEE RD WB ' (1) ·
'PALM B LAKE BVD EB' (1) ·
'PLM BEACH LAKES BL' (1) ·
'PROSPERITY FARM RD' (1) ·
'Prosperity Farms R' (1) ·
'SW 18TH ST WB ' (1) ·
'SW 18TH ST. EB ' (1) ·
'SW 18TH STREET WB ' (1) ·
'YAMATO RD EB ' (1) ·
'YAMATO RD WB ' (1)
Number 008:
880049 (1) ·
884003 (1) ·
884024 (1) ·
884036 (1) ·
884063 (1) ·
884064 (1) ·
894000 (1) ·
894040 (1) ·
894064 (1) ·
934128 (1) ·
934129 (1) ·
934137 (1) ·
934148 (1) ·
934149 (1) ·
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934939 (1) ·
934942 (1) ·
934945 (1) ·
934946 (1) ·
934951 (1) ·
934952 (1) ·
937706 (1) ·
937709 (1)
Location 009:
'0.1MI W OF DIXIE HIGHWAY ' (1) ·
'0.2MI W OF ROYAL P.B. BLV' (1) ·
'0.3 Mile East of US-1 ' (1) ·
'0.3MI E of CONGRESS AVE. ' (1) ·
'0.3MI W OF CR-507 ' (1) ·
'0.3MI WEST OF CR-507 ' (1) ·
'0.4MI S of Melaleuca Ln ' (1) ·
'0.5MI N OF 45TH STREET ' (1) ·
'0.6Mi S OF CR-812 ' (1) ·
'0.6Mi W OF AUSTRALIAN AVE' (1) ·
'0.7MI E of DIXIE HWY A1A ' (1) ·
'0.7MI N OF BOYNTON BEACH ' (1) ·
'0.8MI N OF LANTANA ROAD ' (1) ·
'0.8Mi W of JOG/CARTER RD.' (1) ·
'0.8Mi. N of PGA Blvd. ' (1) ·
'0.9 MILE N OF PGA BLVD. ' (1) ·
'0.9MI N OF LAKE IDA ROAD ' (1) ·
'0.9MI W OF POWERLINE RD ' (1) ·
'1.0MI W OF MILITARY TRAIL' (1) ·
'1.1MI W OF US-1 ' (1) ·
'1.5MI W OF MILITARY TRAIL' (1) ·
'1.7 Miles West of I-95 ' (1) ·
'1.9Mi S of WOOLBRIGHT ' (1) ·
'1MI N OF CLINT MOORE RD ' (1) ·
'1MI S OF LINTON BLVD ' (1) ·
'1Mi W of US-1 ' (1) ·
'2.9MI W OF MILITARY TRAIL' (1) ·
'25FT. EAST OF 66TH AVE. ' (1) ·
'ADJ W SIDE MILITARY TRAIL' (1) ·
'AT 141st ST ' (1) ·
'AT 74TH AVE. ' (1) ·
'AT CR-615 (66TH AVE.) ' (1)
Latitude 016:
26195316 (1) ·
26195370 (1) ·
26195525 (1) ·
26233917 (1) ·
26233970 (1) ·
26252703 (1) ·
26252771 (1) ·
26262125 (1) ·
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26290213 (1) ·
26290245 (1) ·
26322077 (1) ·
26332602 (1) ·
26342010 (1) ·
26342072 (1) ·
26344632 (1) ·
26350300 (1) ·
26360809 (1) ·
26361478 (1) ·
26422263 (1) ·
26432857 (1) ·
26432987 (1) ·
26455824 (1) ·
26455826 (1) ·
26483417 (1) ·
26483495 (1) ·
26512009 (1) ·
26512989 (1) ·
26525635 (1) ·
26525705 (1) ·
27025170 (1) ·
27102110 (1) ·
27140482 (1) ·
27370119 (1) ·
27412374 (1) ·
27424275 (1) ·
27461915 (1) ·
27464527 (1) ·
27473810 (1)
Longitude 017:
80024400 (1) ·
80032393 (1) ·
80041852 (1) ·
80041860 (1) ·
80043860 (1) ·
80043939 (1) ·
80043945 (1) ·
80050618 (1) ·
80051706 (1) ·
80051771 (1) ·
80052259 (1) ·
80071862 (1) ·
80072023 (1) ·
80072169 (1) ·
80074383 (1) ·
80074641 (1) ·
80074643 (1) ·
80075215 (1) ·
80075217 (1) ·
80084780 (1) ·
80084942 (1) ·
80084971 (1) ·
80085013 (1) ·
80092461 (1) ·
80101305 (1) ·
80101307 (1) ·
80101583 (1) ·
80101586 (1) ·
80112200 (1) ·
80123610 (1) ·
80135984 (1) ·
80151030 (1) ·
80170422 (1) ·
80274465 (1) ·
80274529 (1) ·
80284675 (1) ·
80365044 (1) ·
80365155 (1) ·
80365186 (1)
Owner 022: (Click arrow to add another value)
Built 027:
Traffic 029:
101 (1) ·
10700 (1) ·
12500 (1) ·
13300 (1) ·
134 (1) ·
1440 (1) ·
14500 (1) ·
15043 (1) ·
15500 (1) ·
18000 (1) ·
18700 (1) ·
2000 (1) ·
21000 (1) ·
22000 (1) ·
22500 (1) ·
24000 (1) ·
27000 (1) ·
28000 (1) ·
2850 (1) ·
29500 (1) ·
33000 (1) ·
3600 (1) ·
36000 (1) ·
38000 (1) ·
6000 (1) ·
6761 (1) ·
800 (1)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052: (Click arrow to add another value)
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 being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. (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:
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 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 not over waterway. (1)
Future 114:
10410 (1) ·
11730 (1) ·
126 (1) ·
1388 (1) ·
15000 (1) ·
1730 (1) ·
18565 (1) ·
21600 (1) ·
23076 (1) ·
232 (1) ·
25375 (1) ·
26100 (1) ·
26893 (1) ·
3000 (1) ·
32400 (1) ·
32445 (1) ·
3500 (1) ·
36435 (1) ·
38170 (1) ·
39037 (1) ·
39038 (1) ·
41640 (1) ·
4320 (1) ·
48580 (1) ·
51182 (1) ·
57255 (1) ·
62460 (1) ·
65930 (1)
Clearance 116:
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