Drilldown: bridge data
From Indian River Lagoon Project
Choose a table:
- Event (169)
- News Link (111)
- Organization (18)
- Waterbody (27)
- bridge (13)
- bridge data (1468)
- definition (254)
- fips (487)
- repository (98)
- timeline (19)
- weblink (123)
Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Direction 005e:
Features 006a:
'BOYNTON CANAL ' (1) ·
'FL. TURNPIKE ' (1) ·
'FLORIDA TURNPIKE ' (1) ·
'I-95 ' (1) ·
'L-38 CANAL ' (1) ·
'L-5 CANAL ' (1) ·
'Loxahatchee Slough ' (1) ·
'LWDD E-2E Canal ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD L-30 CANAL ' (1) ·
'Northlake Blvd. WB ' (1) ·
'QUAIL COVEY ROAD ' (1) ·
'SR-91 TPK-DRAINAGE CANAL' (1) ·
'SR-91 TPK/DRAINAGE CANAL' (1) ·
'Turkey Creek ' (1)
Critical 006b:
Facility 007:
'CLINT MOORE RD EB ' (1) ·
'CLINT MOORE RD WB ' (1) ·
'HYPOLUXO ROAD EB ' (1) ·
'HYPOLUXO ROAD WB ' (1) ·
'JOG RD NB ' (1) ·
'JOG ROAD (NB) ' (1) ·
'JOG ROAD (SB) ' (1) ·
'JOG ROAD NB ' (1) ·
'JOG ROAD SB ' (1) ·
'Loxahatchee Slough' (1) ·
'Northlake Blvd. EB' (1) ·
'NORTHLAKE BLVD(EB)' (1) ·
'NORTHLAKE BLVD(WB)' (1) ·
'Port Malabar BL WB' (1) ·
'SW 18TH ST WB ' (1) ·
'SW 18TH ST. EB ' (1) ·
'Viera Blvd EB ' (1) ·
'Viera Blvd WB ' (1) ·
'Woolbright Road EB' (1) ·
'Woolbright Road WB' (1) ·
'YAMATO RD EB ' (1) ·
'YAMATO RD WB ' (1)
Number 008:
704097 (1) ·
704098 (1) ·
705920 (1) ·
934148 (1) ·
934149 (1) ·
934167 (1) ·
934168 (1) ·
934271 (1) ·
934272 (1) ·
934345 (1) ·
934346 (1) ·
934468 (1) ·
934469 (1) ·
934913 (1) ·
934925 (1) ·
934926 (1) ·
934938 (1) ·
934939 (1) ·
934945 (1) ·
934946 (1) ·
934951 (1) ·
934952 (1) ·
934968 (1) ·
934969 (1)
Location 009:
'0.6MI S of SOUTHERN BLVD ' (1) ·
'0.7MI W OF CONGRESS AVE ' (1) ·
'0.7MI W OF CONGRESS AVE.' (1) ·
'0.7MI N OF BOYNTON BEACH ' (1) ·
'0.7MI N OF BOYNTON BH BL ' (1) ·
'0.9MI W OF POWERLINE RD ' (1) ·
'1.0MI W OF MILITARY TRAIL' (1) ·
'1.45 Mi W of Bee Line Hwy' (1) ·
'1.5MI W OF MILITARY TRAIL' (1) ·
'1.6 miles East of SR-507 ' (1) ·
'1.9 Miles East of US-441 ' (1) ·
'1.9Mi S of WOOLBRIGHT ' (1) ·
'1MI S OF LINTON BLVD ' (1) ·
'2.9MI W OF MILITARY TRAIL' (1) ·
'Viera Blvd EB over I-95 ' (1) ·
'Viera Blvd WB over I-95 ' (1)
Latitude 016:
26195316 (1) ·
26195370 (1) ·
26233917 (1) ·
26233970 (1) ·
26243156 (1) ·
26243219 (1) ·
26252703 (1) ·
26290212 (1) ·
26290213 (1) ·
26304774 (1) ·
26304823 (1) ·
26322077 (1) ·
26322087 (1) ·
26342010 (1) ·
26342072 (1) ·
26401260 (1) ·
26401280 (1) ·
26483417 (1) ·
26483495 (1) ·
26483934 (1) ·
26483998 (1) ·
28010155 (1) ·
28155940 (1) ·
28160000 (1)
Longitude 017:
80060834 (1) ·
80060838 (1) ·
80074641 (1) ·
80074643 (1) ·
80075215 (1) ·
80075217 (1) ·
80084210 (1) ·
80084275 (1) ·
80084780 (1) ·
80084942 (1) ·
80084971 (1) ·
80085013 (1) ·
80085039 (1) ·
80101305 (1) ·
80101307 (1) ·
80101532 (1) ·
80101536 (1) ·
80101583 (1) ·
80101586 (1) ·
80103494 (1) ·
80103501 (1) ·
80354529 (1) ·
80434440 (1) ·
80434460 (1)
Owner 022: (Click arrow to add another value)
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Deck 058:
Superstructure 059: (Click arrow to add another value)
Substructure 060:
Channel 061:
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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (1)
Culvert 062:
Inspect Date 090:
Direction 102: (Click arrow to add another value)
Rebuilt 106:
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:
Clearance 116:
Showing below up to 24 results in range #1 to #24.
