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:
Route 005d:
Features 006a:
'6th Avenue South ' (1) ·
'Belvedere Road ' (1) ·
'DANFORTH CREEK ' (1) ·
'FEC Railroad ' (1) ·
'FECRR ' (1) ·
'George King Blvd ' (1) ·
'Hillsboro Canal L14 ' (1) ·
'Intracoastal Waterway ' (1) ·
'NORTH NEW RIVER CANAL ' (1) ·
'Sebastian Canal ' (1) ·
'SR-68 ' (1) ·
'Tomoka River ' (1) ·
George King Blvd (1)
Critical 006b:
Facility 007:
'CR-707(Citrus Ave)' (1) ·
'E/B S.R. 704 ' (1) ·
'I 95 SR 9 ' (1) ·
'MAPP ROAD ' (1) ·
'Micco Rd. ' (1) ·
'NB I 95 SR 9 ' (1) ·
'Old Dixie Hwy. ' (1) ·
'SB I 95 SR 9 ' (1) ·
'SB I-95 (S.R. 9) ' (1) ·
'SR-15 Main St. ' (1) ·
'SR-80 ' (1) ·
'SR-A1A NB ' (1) ·
'US-1 NB ' (1) ·
'US-1 SB ' (1) ·
SR-A1A SB (1)
Number 008:
700210 (1) ·
700211 (1) ·
704035 (1) ·
790004 (1) ·
790087 (1) ·
794016 (1) ·
894059 (1) ·
930029 (1) ·
930338 (1) ·
930458 (1) ·
930486 (1) ·
930487 (1) ·
930507 (1) ·
940047 (1) ·
940096 (1)
Location 009:
'.2mi East of US-27 ' (1) ·
'0.1 MILE NORTH OF SR-714 ' (1) ·
'0.4 mi S of Addison Drive' (1) ·
'1 mile North of SR 80 ' (1) ·
'1.3mi South of 10th Ave N' (1) ·
'2 mi West of US-1 ' (1) ·
'At East Canal St. ' (1) ·
'Between SRA1A&SR80 Cswys.' (1) ·
'Citrus Ave/FEC RR ' (1) ·
'Just North of SR70 on I95' (1) ·
'SR-A1A - George King Blvd' (1) ·
'US-1 NB - FECRR ' (1) ·
'US-1 SB over FECRR ' (1) ·
SR-A1A SB- George King (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a: (Click arrow to add another value)
Type 043b:
Length 049:
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) ·
N/A (1)
Culvert 062:
Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting (1) ·
N/A (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) ·
Bridge not over waterway. (1) ·
Bridge with "unknown" foundation that has not been evaluated for scour. Until risk can be determined, a plan of action should be developed and implemented to reduce the risk to users from abridge failure during and immediately after a flood event. (1)
Future 114:
Future Year 115: (Click arrow to add another value)
Clearance 116:
Showing below up to 15 results in range #1 to #15.
