Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Direction 005e:
Features 006a:
'B-19 Canal / Trib 1 ' (1) ·
'Cambridge Canal ' (1) ·
'Canal ' (1) ·
'Canal C-47 ' (1) ·
'Canal C-51 ' (1) ·
'CORAL GARDENS OUTFALL ' (1) ·
'I-95 ' (1) ·
'M-2 CANAL ' (1) ·
'Sawgrass Creek ' (1) ·
'SHAWANO DRAINAGE DITCH ' (1) ·
'St Johns River Relief ' (1) ·
'WARNER CREEK ' (1) ·
Sawgrass Creek (1) ·
St Johns River (1) ·
St Johns River Relief (1) ·
St. Johns River (1)
Critical 006b:
Facility 007:
'Brittan Avenue ' (1) ·
'BROWNS FARM/CR-827' (1) ·
'Dunn Avenue ' (1) ·
'Esplanade Avenue ' (1) ·
'Golfview Ave ' (1) ·
'Golfview Avenue ' (1) ·
'HURON WAY ' (1) ·
'LittleRanchesTrail' (1) ·
'OKEECHOBEE BLVD. ' (1) ·
'Trailwood Drive ' (1) ·
'TROPICALIA AVE. ' (1) ·
'US-192 EB ' (1) ·
'US-192 WB ' (1) ·
US-192 EB (1) ·
US-192 WB (1)
Number 008:
700018 (1) ·
700023 (1) ·
700212 (1) ·
700213 (1) ·
700214 (1) ·
700215 (1) ·
704099 (1) ·
704100 (1) ·
705915 (1) ·
794189 (1) ·
796413 (1) ·
796414 (1) ·
894048 (1) ·
894052 (1) ·
934240 (1) ·
934518 (1) ·
935920 (1)
Location 009:
'.2 mi. N of Port St. John' (1) ·
'.9 Mi. N of Port St. John' (1) ·
'0.1Mi E of ONTARIO DRIVE ' (1) ·
'0.1MI W OF SEM PRATT WHIT' (1) ·
'0.2 mi S of Cocoa Street ' (1) ·
'0.25Mi S/O Wiltshire Blvd' (1) ·
'0.2Mi E of CR-723 ' (1) ·
'2.0 MI N of US-92 on I-95' (1) ·
'200FT N/O Cap Diville Ave' (1) ·
'9.5 MI S OF CR-880 ' (1) ·
'South Side of US-98 ' (1) ·
'US-192 WB-St Johns Relief' (1) ·
'US-192EB - Sawgrass Creek' (1) ·
US-192 EB-St Johns Relief (1) ·
US-192 EB-St Johns River (1) ·
US-192 WB - Sawgrass Cr. (1) ·
US-192 WB- St Johns River (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029: (Click arrow to add another value)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061:
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) ·
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:
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 assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles by assessment, by calculations or by installation of properly designed countermeasures (1) ·
Bridge foundations determined to be stable for assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles by assessment, 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)
Clearance 116:
Showing below up to 17 results in range #1 to #17.
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