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: (Click arrow to add another value)
Direction 005e:
Features 006a:
'Blue Cypress Marsh ' (1) ·
'BOYNTON CANAL C-16 ' (1) ·
'C-15 CANAL ' (1) ·
'C-52 Canal ' (1) ·
'Canal ' (1) ·
'Canal L-14 ' (1) ·
'Creek ' (1) ·
'Deep Creek ' (1) ·
'EB SR80 & C-51 Canal ' (1) ·
'Habitat Connectivity ' (1) ·
'Halifax River IWW ' (1) ·
'ICWW ' (1) ·
'L-6 Canal ' (1) ·
'L-78 Borrow Canal ' (1) ·
'Little Haw Creek ' (1) ·
'Little Tomoka River ' (1) ·
'LWDD L-2 CANAL ' (1) ·
'LWDD LAT 17 CANAL ' (1) ·
'LWDD LAT CANAL 17 ' (1) ·
'LWDD LATERAL 30 CANAL ' (1) ·
'LWDD LATERAL 32 CANAL ' (1) ·
'M CANAL ' (1) ·
'MAIN CANAL ' (1) ·
'Middle Haw Creek ' (1) ·
'Misner Creek ' (1) ·
'Padgett Branch Marsh ' (1) ·
'St. John's Marsh ' (1) ·
'St. Johns Marsh ' (1) ·
'Tomoka River ' (1) ·
'WB SR 80 ' (1)
Critical 006b:
Facility 007:
'CONGRESS AVE ' (1) ·
'CONGRESS AVE NB ' (1) ·
'CONGRESS AVE SB ' (1) ·
'Congress Ave. ' (1) ·
'EB SR60 ' (1) ·
'NB SR 807 ' (1) ·
'SB SR 807 ' (1) ·
'SR-40 ' (1) ·
'SR-40 EB ' (1) ·
'SR-40 WB ' (1) ·
'SR-60 ' (1) ·
'SR-60 EB ' (1) ·
'SR-60 Osceola Blvd' (1) ·
'SR-60 WB ' (1) ·
'SR-807 Congress Av' (1)
Number 008:
Location 009:
'0.2 MI S OF LAKE IDA ROAD' (1) ·
'0.2MI S OF LAKE IDA ROAD ' (1) ·
'0.4MI S OF LINTON BLVD ' (1) ·
'0.5MI S OF OKEECHOBEE BLV' (1) ·
'0.5Mi South of 6th Ave S ' (1) ·
'0.6 Mi W of SR-11 ' (1) ·
'0.6Mi S OF CR-812 ' (1) ·
'0.6Mi. W of SR-A1A ' (1) ·
'0.7MI S OF 45TH STREET ' (1) ·
'0.8 MI N OF LAKE IDA ROAD' (1) ·
'0.8Mi NORTH OF CR-804 ' (1) ·
'1.0mile south of SR-80 ' (1) ·
'1.2 Mi. W of Barberville ' (1) ·
'10.3Mi. E of SR-91 (TPK) ' (1) ·
'11.6Mi. E of SR-91 (TPK) ' (1) ·
'12.1Mi. E of SR-91 (TPK) ' (1) ·
'2.25Mi. W of US-1 ' (1) ·
'2.96 Mi. West of I-95 ' (1) ·
'2Mi West of CR-512 ' (1) ·
'2Mi. West of CR-512 ' (1) ·
'3.2 MI W Of Barberville ' (1) ·
'3.2 Mi W of SR-11 ' (1) ·
'6.4Mi. E of SR-91 (TPK) ' (1) ·
'SE quadrant PB Int Airpt ' (1) ·
'SR-40 - Little Haw Creek ' (1) ·
'SR-40 - Middle Haw Creek ' (1) ·
'SR-40 EB - Tomoka River ' (1) ·
'SR-40 over IWW ' (1) ·
'SR-40 over Middle Haw Cr.' (1) ·
'SR-40 WB - Habitat Connec' (1) ·
'SR-40 WB -Tomoka River ' (1) ·
'SR-40 west of SR-5A ' (1) ·
'SR-40EB - Habitat Connect' (1) ·
'SR-60 1.6MILES W. OF A1A ' (1) ·
'SR60 1.6Miles W. of A1A ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
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 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:
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 44 results in range #1 to #44.
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