Drilldown: bridge data
From Indian River Lagoon Project
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- 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:
'ARCHIES CREEK ' (1) ·
'BOYNTON CANAL ' (1) ·
'C-37 Canal ' (1) ·
'Cabana Colony Circle ' (1) ·
'CHENEY WAY/CSX RR ' (1) ·
'CSX RAILROAD ' (1) ·
'Drainage Canal ' (1) ·
'East Indian River Relief' (1) ·
'Fla. Turnpike & 2 canals' (1) ·
'FLORIDA TURNPIKE ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'MOORES CREEK ' (1) ·
'None ' (1) ·
'Reed Canal ' (1) ·
'SR-91 (FL TURNPIKE) ' (1) ·
'West Indian River Relief' (1) ·
'WILLOUGHBY CREEK ' (1)
Critical 006b:
Facility 007:
'Americana Blvd. ' (1) ·
'Atlantic Avenue ' (1) ·
'CONGRESS AVE (NB) ' (1) ·
'CONGRESS AVE (SB) ' (1) ·
'CR-708 ' (1) ·
'CR-812 OCEAN AVE ' (1) ·
'East Island Access' (1) ·
'INDIAN STREET ' (1) ·
'JOG ROAD (NB) ' (1) ·
'NB I 95 to Gateway' (1) ·
'NORTH 2ND STREET ' (1) ·
'NORTHLAKE BLVD(EB)' (1) ·
'NORTHLAKE BLVD(WB)' (1) ·
'Oak Lea Drive ' (1) ·
'PLM BEACH LAKES BL' (1) ·
'PROSPERITY FARM RD' (1) ·
'Prosperity Farms R' (1) ·
'S. VERDE TRAIL ' (1) ·
'ST LUCIE W BLVD WB' (1) ·
'WB Forest Hill Bld' (1) ·
'West Island Access' (1)
Number 008:
705918 (1) ·
796548 (1) ·
890148 (1) ·
890149 (1) ·
894040 (1) ·
894064 (1) ·
930064 (1) ·
930435 (1) ·
930514 (1) ·
934137 (1) ·
934148 (1) ·
934149 (1) ·
934155 (1) ·
934156 (1) ·
934178 (1) ·
934369 (1) ·
934903 (1) ·
934951 (1) ·
937709 (1) ·
945000 (1) ·
949901 (1)
Location 009:
'0.1MI W OF BAYSHORE BLVD.' (1) ·
'0.1MI W OF DIXIE HIGHWAY ' (1) ·
'0.2 MI N OF ORANGE AVE. ' (1) ·
'0.3 Mile East of US-1 ' (1) ·
'0.5MI N OF 45TH STREET ' (1) ·
'0.7MI E of DIXIE HWY A1A ' (1) ·
'0.7MI N OF BOYNTON BEACH ' (1) ·
'0.8Mi. N of PGA Blvd. ' (1) ·
'0.9 MILE N OF PGA BLVD. ' (1) ·
'1.5MI W OF MILITARY TRAIL' (1) ·
'1.7 miles east of SR 7 ' (1) ·
'1.7 Miles West of I-95 ' (1) ·
'100 ft E of Minton Road ' (1) ·
'10ft. S/O Reed Canal Rd ' (1) ·
'700 ft S of Gateway Blvd ' (1) ·
'At S Military Trail ' (1) ·
'Between SR-A1A & SR-5 ' (1) ·
'East of Ernest Lyons Bri.' (1) ·
'West of Ernest Lyons Bri.' (1)
Latitude 016:
26212624 (1) ·
26274181 (1) ·
26322077 (1) ·
26325800 (1) ·
26350300 (1) ·
26390300 (1) ·
26432857 (1) ·
26455824 (1) ·
26455826 (1) ·
26483417 (1) ·
26483495 (1) ·
26512009 (1) ·
26512989 (1) ·
27025170 (1) ·
27102110 (1) ·
27121600 (1) ·
27123400 (1) ·
27190428 (1) ·
27270218 (1) ·
28003971 (1) ·
29093016 (1)
Longitude 017:
80024400 (1) ·
80032393 (1) ·
80035127 (1) ·
80041200 (1) ·
80041852 (1) ·
80041860 (1) ·
80051706 (1) ·
80051771 (1) ·
80074514 (1) ·
80075215 (1) ·
80075217 (1) ·
80084971 (1) ·
80102700 (1) ·
80111100 (1) ·
80115000 (1) ·
80123610 (1) ·
80151030 (1) ·
80193068 (1) ·
80222755 (1) ·
80401747 (1) ·
81001126 (1)
Owner 022:
Built 027:
Traffic 029:
Traffic Year 030: (Click arrow to add another value)
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 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 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 is scour critical; bridge foundations determined to be unstable for assessed or calculated scour conditions: Scour within limits of footing or piles. Scour below spread-footing base or pile tips. (1) ·
Bridge not over waterway. (1)
Future 114:
Clearance 116:
Showing below up to 21 results in range #1 to #21.
