Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
Status: (Click arrow to add another value)
Date:
County 003:
Place 004:
Direction 005e:
Features 006a:
'C-51 Canal ' (1) ·
'E-2W CANAL ' (1) ·
'I-95 Ramps & CSXRR ' (1) ·
'I-95 (S.R. 9) ' (1) ·
'I-95 (SR-9) ' (1) ·
'I-95 Rmp A C D G & CSXRR' (1) ·
'Kyoto Gardens Dr ' (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) ·
'SR-806 Atlantic Ave ' (1) ·
'Trib to Spruce Creek ' (1)
Critical 006b:
Facility 007:
'Becker Road ' (1) ·
'Belvede to NB I-95' (1) ·
'Crosstown Parkway ' (1) ·
'EBSR80 to SBSR807 ' (1) ·
'NB I-95 to PBIA R ' (1) ·
'PBIA Rp to NB I-95' (1) ·
'PBIA to SB I-95 ' (1) ·
'SB I 95 Off Ramp ' (1) ·
'SB I-95 to PBIA ' (1) ·
'SR 811 to SB I 95 ' (1) ·
'SR-91 TPK NS 81.77' (1) ·
'SR91 SB OFF RP81.9' (1) ·
'Tomoka Farms Rd ' (1)
Number 008:
794045 (1) ·
930472 (1) ·
930481 (1) ·
930482 (1) ·
930483 (1) ·
930484 (1) ·
930485 (1) ·
930494 (1) ·
930526 (1) ·
931006 (1) ·
931007 (1) ·
940160 (1) ·
940161 (1)
Location 009:
'0.25 MI N OF ATLANTIC AVE' (1) ·
'0.9 Mi North of CR-4118 ' (1) ·
'5.1 MI SOUTH OF SR-804 ' (1) ·
'Becker Rd/I-95 interchge ' (1) ·
'Crosstown Pkwy/I-95 ' (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:
Longitude 017:
Owner 022:
Traffic 029:
Service On 042a:
Service Under 042b:
Length 049:
Width 052: (Click arrow to add another value)
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061:
Culvert 062:
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 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)
Future 114:
Clearance 116:
Showing below up to 13 results in range #1 to #13.
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