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:
Status: (Click arrow to add another value)
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'C-104 CANAL ' (1) ·
'C-37 Canal ' (1) ·
'CANAL E-1 ' (1) ·
'CANAL E-4 ' (1) ·
'El Rio Canal E-4 ' (1) ·
'HILLSBORO CANAL L-14 ' (1) ·
'I-4 EB Ramp B ' (1) ·
'Indian River ' (1) ·
'Indian River Relief ' (1) ·
'L.W.D.D. E-4 CANAL ' (1) ·
'LWDD LATERAL 30 CANAL ' (1) ·
'LWDD LATERAL 32 CANAL ' (1) ·
'N RELIEF CANAL ' (1) ·
'Nova Canal ' (1) ·
'Samsula Canal ' (1) ·
'St Johns River Relief ' (1)
Critical 006b:
Facility 007:
'Americana Blvd. ' (1) ·
'ARMONE PLACE ' (1) ·
'CONGRESS AVE NB ' (1) ·
'CONGRESS AVE SB ' (1) ·
'CR 613 (58TH AVE) ' (1) ·
'GATEWAY BLVD (EB) ' (1) ·
'GATEWAY BLVD (WB) ' (1) ·
'Hunting Camp Road ' (1) ·
'I-4 WB ' (1) ·
'OLD GERMANTOWN RD ' (1) ·
'PEACHTREE BLVD. ' (1) ·
'SE 7TH STREET ' (1) ·
'SR-400 ' (1) ·
'SR-518 ' (1) ·
'SR-520 ' (1) ·
'SR-520 WB ' (1) ·
'SR806 Atlantic Ave' (1) ·
'US-192 WB ' (1)
Number 008:
700023 (1) ·
700061 (1) ·
700170 (1) ·
700183 (1) ·
705918 (1) ·
790008 (1) ·
790106 (1) ·
794185 (1) ·
884055 (1) ·
930069 (1) ·
934482 (1) ·
934489 (1) ·
934930 (1) ·
934931 (1) ·
934932 (1) ·
934933 (1) ·
935100 (1) ·
935307 (1) ·
935308 (1) ·
945269 (1)
Location 009:
'0.2 MI S OF LAKE IDA ROAD' (1) ·
'0.2MI S OF LAKE IDA ROAD ' (1) ·
'0.2MI. W of NW STJAMES DR' (1) ·
'0.3MI E OF CONGRESS BLVD ' (1) ·
'0.4 MI W OF CONGRESS AVE ' (1) ·
'0.4MI N OF 49TH ST. ' (1) ·
'0.5 MI. E OF SR-80 ' (1) ·
'0.5 mile E. of US-1 ' (1) ·
'0.8 MI N OF LAKE IDA ROAD' (1) ·
'1.3 miles South of SR-44 ' (1) ·
'100 ft E of Minton Road ' (1) ·
'AT SR-7 US-441 ' (1) ·
'I-4 WB over I-4 EB Ramp B' (1) ·
'Just W. of Congress Ave.' (1) ·
'SR 520 WB Indian River ' (1) ·
'SR-400 and Nova Rd. ' (1) ·
'SR-518 - Indian River Rel' (1) ·
'US-192 WB-St Johns Relief' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
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:
Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. (1) ·
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 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 20 results in range #1 to #20.
View (previous 250 | next 250) (20 | 50 | 100 | 250 | 500)
