Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
ObjectID:
Status: (Click arrow to add another value)
Date:
County 003:
Place 004:
Direction 005e:
Features 006a:
'Blue Cypress Marsh ' (1) ·
'Canal ' (1) ·
'Drainage Ditch ' (1) ·
'George King Blvd ' (1) ·
'Golf Cart Underpass ' (1) ·
'Little Haw Swamp ' (1) ·
'Nova Canal ' (1) ·
'PERENNIAL CANAL ' (1) ·
'Range Line Canal ' (1) ·
'Rowland Canal ' (1) ·
'St. John's Marsh ' (1) ·
'St. Johns Marsh ' (1) ·
'Trib to Spruce Creek ' (1) ·
George King Blvd (1)
Critical 006b:
Facility 007:
'16th Street ' (1) ·
'Central Blvd. ' (1) ·
'Golfview Ave ' (1) ·
'Golfview Avenue ' (1) ·
'PARK COMMERCE BLVD' (1) ·
'Spotted Fawn Way ' (1) ·
'SR-40 ' (1) ·
'SR-5A ' (1) ·
'SR-60 EB ' (1) ·
'SR-60 WB ' (1) ·
'SR-A1A NB ' (1) ·
'SR91 N/S TPK 139.7' (1) ·
'Tomoka Farms Rd ' (1) ·
'Truck Trail #12 ' (1) ·
'West Farms Road ' (1) ·
SR-A1A SB (1)
Number 008:
700210 (1) ·
700211 (1) ·
704099 (1) ·
704100 (1) ·
704203 (1) ·
790017 (1) ·
790183 (1) ·
790800 (1) ·
794045 (1) ·
880092 (1) ·
880093 (1) ·
880094 (1) ·
880095 (1) ·
884081 (1) ·
894056 (1) ·
934175 (1) ·
936500 (1) ·
940061 (1)
Location 009:
'.2 mi. N of Port St. John' (1) ·
'.9 Mi. N of Port St. John' (1) ·
'0.4 Mi. S. of Beville Rd ' (1) ·
'0.4 MILE N OF SR-710 ' (1) ·
'0.6 Mi W of SR-11 ' (1) ·
'0.9 Mi North of CR-4118 ' (1) ·
'0.95 MI N of PGA Blvd. ' (1) ·
'1.0 Mile West of SR-710 ' (1) ·
'1.6 MI N OF MARTIN CO ' (1) ·
'11.6Mi. E of SR-91 (TPK) ' (1) ·
'12.1Mi. E of SR-91 (TPK) ' (1) ·
'At 74th Avenue ' (1) ·
'At Lake Washington Rd ' (1) ·
'Lake George Conservation ' (1) ·
'SR-A1A - George King Blvd' (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:
Type 043b:
Length 049: (Click arrow to add another value)
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)
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) ·
No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. (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 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) ·
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:
Clearance 116:
Showing below up to 18 results in range #1 to #18.
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