Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Direction 005e:
Features 006a:
'Belcher Canal (C-25) ' (1) ·
'C-51 Canal ' (1) ·
'CANAL ' (1) ·
'CANAL E-2-E(BOYN BC INT)' (1) ·
'CANAL E-2-W(BOYN BC INT)' (1) ·
'COLLIER CREEK ' (1) ·
'CORAL GARDENS OUTFALL ' (1) ·
'Crane Creek ' (1) ·
'ELKCAM WATERWAY ' (1) ·
'HALF MILE LAKE ' (1) ·
'HILLSBORO CANAL L-14 ' (1) ·
'I-95 Ramps & CSXRR ' (1) ·
'I-95 Rmp A C D G & CSXRR' (1) ·
'Kyoto Gardens Dr ' (1) ·
'LAKE CLARKE CHANNEL ' (1) ·
'LWDD CANAL L-9 ' (1) ·
'LWDD L-7 CANAL ' (1) ·
'Mercer Ave and CSX RR ' (1) ·
'Mercer Ave./CSX RR/Canal' (1) ·
'Ramps A G & C.S.X. RR ' (1) ·
'Ramps A&G/BelvedereRd/RR' (1)
Critical 006b:
Facility 007:
'BARBER STREET ' (1) ·
'Belvede to NB I-95' (1) ·
'Dubber Road ' (1) ·
'EBSR80 to SBSR807 ' (1) ·
'Kings Highway ' (1) ·
'MEDITERRANEAN RD ' (1) ·
'NB I-95 to PBIA R ' (1) ·
'NORFOLK BLVD. ' (1) ·
'PBIA Rp to NB I-95' (1) ·
'PBIA to SB I-95 ' (1) ·
'PINE LAKE ROAD ' (1) ·
'PINETREE LANE ' (1) ·
'SB I 95 Off Ramp ' (1) ·
'SB I-95 to PBIA ' (1) ·
'SBSR807 to EBSR80 ' (1) ·
'SE 7TH STREET ' (1) ·
'SE HARBOR ISLAND ' (1) ·
'SR 811 to SB I 95 ' (1) ·
'SR91 NB TPK 86.69 ' (1) ·
'SR91 NB TPK 86.88 ' (1) ·
'SR91 SB TPK 86.85 ' (1) ·
'SR91 SB TPK 87.213' (1) ·
'STAR ISLAND WAY ' (1) ·
'WEST LAKE DRIVE ' (1)
Number 008:
705601 (1) ·
885602 (1) ·
885605 (1) ·
894001 (1) ·
894017 (1) ·
894018 (1) ·
894047 (1) ·
930429 (1) ·
930430 (1) ·
930431 (1) ·
930432 (1) ·
930472 (1) ·
930473 (1) ·
930481 (1) ·
930482 (1) ·
930483 (1) ·
930484 (1) ·
930485 (1) ·
930494 (1) ·
930526 (1) ·
935100 (1) ·
936261 (1) ·
936262 (1) ·
936263 (1) ·
940007 (1)
Location 009:
'0.04MI S OF FOREST HILL ' (1) ·
'0.1MI. E of KANNER HWY ' (1) ·
'0.2Mi E of GOMEZ AVE. ' (1) ·
'0.3Mi E of GOMEZ AVE. ' (1) ·
'0.5 MI. E OF SR-80 ' (1) ·
'0.8Mi S of BRITT ROAD ' (1) ·
'1 MI S OF FOREST HILL BVD' (1) ·
'1.1MI N of CR 512 ' (1) ·
'1.5mi. N of SR-68 ' (1) ·
'1.7 MI S OF FOREST HILL ' (1) ·
'100 ft West of Ruffner Rd' (1) ·
'150FT N OF JOYHAVEN DR ' (1) ·
'6.2 MILES SOUTH OF SR-802' (1) ·
'North of Belvedere Rd ' (1) ·
'NW quad SR811/786 intchge' (1) ·
'PBIA/I-95 Interchange ' (1) ·
'SB Ramp to WPB Airport ' (1) ·
'SE quadrant PB Int Airprt' (1)
Latitude 016:
26312802 (1) ·
26313526 (1) ·
26313548 (1) ·
26315179 (1) ·
26375624 (1) ·
26382116 (1) ·
26391471 (1) ·
26403435 (1) ·
26403501 (1) ·
26405710 (1) ·
26412225 (1) ·
26412326 (1) ·
26412375 (1) ·
26412530 (1) ·
26413650 (1) ·
26413700 (1) ·
26504915 (1) ·
27044012 (1) ·
27044356 (1) ·
27090600 (1) ·
27132091 (1) ·
27281242 (1) ·
27455347 (1) ·
27475995 (1) ·
28042875 (1)
Longitude 017:
80040300 (1) ·
80040450 (1) ·
80040574 (1) ·
80040575 (1) ·
80041000 (1) ·
80041660 (1) ·
80042050 (1) ·
80043055 (1) ·
80043232 (1) ·
80051470 (1) ·
80054615 (1) ·
8005960 (1) ·
80080433 (1) ·
80080562 (1) ·
80101974 (1) ·
80101977 (1) ·
80102271 (1) ·
80102293 (1) ·
80142967 (1) ·
80162552 (1) ·
80235687 (1) ·
80283504 (1) ·
80293742 (1) ·
80373635 (1) ·
80393620 (1)
Owner 022:
Built 027:
Traffic 029:
Traffic Year 030: (Click arrow to add another value)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052: (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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (1)
Culvert 062:
Inspect Date 090: (Click arrow to add another value)
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 conditions; field review indicates action is required to protect exposed foundations (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)
Future 114:
Clearance 116:
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