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) ·
'Creek ' (1) ·
'E-2W CANAL ' (1) ·
'I 95 and SR 704 ' (1) ·
'I-95 Ramps & CSXRR ' (1) ·
'I-95 Rmp A C D G & CSXRR' (1) ·
'Kyoto Gardens Dr ' (1) ·
'L-10 Canal ' (1) ·
'L-12 Canal ' (1) ·
'L-19 Canal ' (1) ·
'Little Haw Swamp ' (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) ·
'RCA Center Dr & FEC R/R ' (1) ·
'RIO MAR BAY ' (1) ·
'S-5 Discharge Canal ' (1) ·
SR-401 (1)
Critical 006b:
Facility 007:
'Belvede to NB I-95' (1) ·
'EBSR80 to SBSR807 ' (1) ·
'Indian Lake Road ' (1) ·
'Levee Road ' (1) ·
'NB I-95 to PBIA R ' (1) ·
'NBSR807 to EBSR80 ' (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 811 to SB I-95 ' (1) ·
'SR91 SB OFF RP81.9' (1) ·
'SR91 SB ON RP 81.9' (1) ·
'Truck Trail #12 ' (1) ·
'VETERANS WALK ' (1) ·
'WB SR704 to SB I95' (1) ·
Overpass Ramp (1)
Number 008:
700218 (1) ·
790800 (1) ·
790801 (1) ·
885808 (1) ·
930469 (1) ·
930472 (1) ·
930474 (1) ·
930481 (1) ·
930482 (1) ·
930483 (1) ·
930484 (1) ·
930485 (1) ·
930493 (1) ·
930494 (1) ·
930526 (1) ·
930805 (1) ·
930806 (1) ·
930807 (1) ·
930808 (1) ·
930809 (1) ·
930811 (1) ·
931007 (1) ·
931008 (1)
Location 009:
'0.25 MI N OF ATLANTIC AVE' (1) ·
'1.0 Mi South of CR-827 ' (1) ·
'13.5 Mi S/O S/B E of US27' (1) ·
'2.3mi N on Indian Lake Rd' (1) ·
'21.0 Mi North of US-27 ' (1) ·
'300FT East of CR-717 ' (1) ·
'4.0 MI NW OF US-441 ' (1) ·
'6.3MI S of SoBay at US-27' (1) ·
'I-95 SR 704 interchange ' (1) ·
'INSIDE RIVERSIDE PARK ' (1) ·
'Lake George Conservation ' (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) ·
'SE quadrant PB Int Airpt ' (1) ·
0.7 Mile N of SR-528 (1)
Latitude 016:
26272575 (1) ·
26272647 (1) ·
26284041 (1) ·
26290520 (1) ·
26342300 (1) ·
26354162 (1) ·
26403445 (1) ·
26403501 (1) ·
26412225 (1) ·
26412326 (1) ·
26412375 (1) ·
26412530 (1) ·
26413650 (1) ·
26413700 (1) ·
26422570 (1) ·
26455204 (1) ·
26484825 (1) ·
26504600 (1) ·
26504915 (1) ·
27385354 (1) ·
28250000 (1) ·
29095886 (1) ·
29153934 (1)
Longitude 017:
80040300 (1) ·
80040450 (1) ·
80040574 (1) ·
80040575 (1) ·
80041000 (1) ·
80041660 (1) ·
80043790 (1) ·
80045890 (1) ·
80051470 (1) ·
80054600 (1) ·
80054615 (1) ·
80103398 (1) ·
80103466 (1) ·
80220390 (1) ·
80295638 (1) ·
80334956 (1) ·
80375599 (1) ·
80391185 (1) ·
80423700 (1) ·
80423874 (1) ·
80492277 (1) ·
81091698 (1) ·
81211913 (1)
Built 027:
Lanes 028a: (Click arrow to add another value)
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
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:
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 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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