Drilldown: bridge data
From Indian River Lagoon Project
Choose a table:
- Event (169)
- News Link (111)
- Organization (18)
- Waterbody (27)
- bridge (13)
- bridge data (1468)
- definition (254)
- fips (487)
- repository (98)
- timeline (19)
- weblink (123)
Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Direction 005e:
Features 006a:
'C-51 Canal ' (1) ·
'CANAL E-2-E(BOYN BC INT)' (1) ·
'CANAL E-2-W(BOYN BC INT)' (1) ·
'E-2W CANAL ' (1) ·
'EL RIO CANAL ' (1) ·
'Hypoluxo Road ' (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) ·
'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) ·
'Service Rd & Canal ' (1) ·
'SR-528 ' (1)
Critical 006b:
Facility 007:
'Belvede to NB I-95' (1) ·
'CAMINO GARDENS EB ' (1) ·
'CAMINO GARDENS WB ' (1) ·
'EBSR80 to SBSR807 ' (1) ·
'Hypoluxo to SB I95' (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) ·
'SBSR807 to EBSR80 ' (1) ·
'SR 811 to SB I 95 ' (1) ·
'SR 811 to SB I-95 ' (1) ·
'SR-401 SB ' (1) ·
'SR-407 NB ' (1) ·
'SR91 NB TPK 86.69 ' (1) ·
'SR91 NB TPK 86.88 ' (1) ·
'SR91 SB OFF RP81.9' (1) ·
'SR91 SB ON RP 81.9' (1) ·
'SR91 SB TPK 86.85 ' (1) ·
'SR91 SB TPK 87.213' (1) ·
'WB SR704 to SB I95' (1)
Number 008:
700031 (1) ·
700085 (1) ·
930298 (1) ·
930429 (1) ·
930430 (1) ·
930431 (1) ·
930432 (1) ·
930469 (1) ·
930472 (1) ·
930473 (1) ·
930474 (1) ·
930481 (1) ·
930482 (1) ·
930483 (1) ·
930484 (1) ·
930485 (1) ·
930493 (1) ·
930494 (1) ·
930526 (1) ·
931007 (1) ·
931008 (1) ·
935209 (1) ·
935210 (1)
Location 009:
'0.03Mi E of CYPRESS WAY ' (1) ·
'0.25 MI N OF ATLANTIC AVE' (1) ·
'6.2 MILES SOUTH OF SR-802' (1) ·
'Hypoluxo Rd I 95 Interch ' (1) ·
'I-95 SR 704 interchange ' (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) ·
'SR-401 SB - Barge Canal ' (1) ·
'SR-407 NB at SR-528 WB ' (1)
Latitude 016:
26202775 (1) ·
26202815 (1) ·
26272575 (1) ·
26272647 (1) ·
26312802 (1) ·
26313526 (1) ·
26313548 (1) ·
26315179 (1) ·
26341790 (1) ·
26403435 (1) ·
26403445 (1) ·
26403501 (1) ·
26412225 (1) ·
26412326 (1) ·
26412375 (1) ·
26412530 (1) ·
26413650 (1) ·
26413700 (1) ·
26422570 (1) ·
26504600 (1) ·
26504915 (1) ·
28243314 (1) ·
28270757 (1)
Longitude 017:
80040300 (1) ·
80040450 (1) ·
80040574 (1) ·
80040575 (1) ·
80041000 (1) ·
80041145 (1) ·
80041660 (1) ·
80043790 (1) ·
80045890 (1) ·
80051470 (1) ·
80054600 (1) ·
80054615 (1) ·
80054881 (1) ·
80054885 (1) ·
8005960 (1) ·
80101974 (1) ·
80101977 (1) ·
80102271 (1) ·
80102293 (1) ·
80103398 (1) ·
80103466 (1) ·
80375690 (1) ·
80522877 (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: (Click arrow to add another value)
Direction 102: (Click arrow to add another value)
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)
Future 114:
Clearance 116:
Showing below up to 23 results in range #1 to #23.
View (previous 250 | next 250) (20 | 50 | 100 | 250 | 500)
