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:
'C-51 CANAL ' (1) ·
'CPB20 CANAL ' (1) ·
'DANFORTH CREEK ' (1) ·
'Drainage Ditch ' (1) ·
'El Rio Canal E-4 ' (1) ·
'FL TPK (SR-91) ' (1) ·
'Indian River Relief ' (1) ·
'Jog Rd. & Turn Arounds ' (1) ·
'Lateral C Canal ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'RELIEF CANAL ' (1) ·
'Rowland Canal ' (1) ·
'SWEETIE SLOUGH ' (1)
Critical 006b:
Facility 007:
'GOLDFINCH LANE ' (1) ·
'LYONS ROAD ' (1) ·
'Oslo Rd (CR-606) ' (1) ·
'PIONEER ROAD ' (1) ·
'Roebuck Road ' (1) ·
'SPARROW DRIVE ' (1) ·
'Spotted Fawn Way ' (1) ·
'SR 80/Southern Bvd' (1) ·
'SR-808 (Glades Rd)' (1) ·
'SUNSET TRAIL ' (1) ·
'SW GREENRIDGE LANE' (1) ·
'US-192 ' (1) ·
'West Farms Road ' (1)
Number 008:
700172 (1) ·
704203 (1) ·
884076 (1) ·
894031 (1) ·
894049 (1) ·
894056 (1) ·
930319 (1) ·
930525 (1) ·
934221 (1) ·
934283 (1) ·
934731 (1) ·
937354 (1) ·
937360 (1)
Location 009:
'0.1MI N OF SANDPIPER AVE.' (1) ·
'0.2 Miles East of US-1 ' (1) ·
'0.3MI W OF RYL PALM BH BL' (1) ·
'0.6MI S of SW96 ST(CR76A)' (1) ·
'0.7MI WEST OF MAPP ROAD ' (1) ·
'1.0 Mi West of Haverhill ' (1) ·
'1.0 Mile West of SR-710 ' (1) ·
'1.4 miles east of I-95 ' (1) ·
'82FT EAST OF SR-7 ' (1) ·
'At CR-611 - 43rd Ave ' (1) ·
'At Lake Washington Rd ' (1) ·
'East Tpk & West SR 809 ' (1) ·
'LYONS ROAD SOUTH OF SR-80' (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:
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)
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: (Click arrow to add another value)
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 not over waterway. (1)
Future 114:
Clearance 116:
Showing below up to 13 results in range #1 to #13.
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