Drilldown: bridge data
From Indian River Lagoon Project
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- 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:
Route 005d:
Features 006a:
'C-51 Canal ' (1) ·
'CANAL E-2-E(BOYN BC INT)' (1) ·
'CANAL E-2-W(BOYN BC INT)' (1) ·
'CR 812 LANTANA RD ' (1) ·
'CSX Railroad ' (1) ·
'E-2W CANAL ' (1) ·
'I-95 ' (1) ·
'L-5 Canal ' (1) ·
'Lantana Road ' (1) ·
'LWDD E-2E Canal ' (1) ·
'Northlake Blvd. WB ' (1) ·
'Ramps A G & C.S.X. RR ' (1) ·
'Ramps A&G/BelvedereRd/RR' (1) ·
'SR-91 Fl. Tpk ' (1) ·
'SR-91 Turnpike ' (1) ·
'SR786 I95 I95 Ramps ' (1) ·
'Sweetwater Branch ' (1)
Critical 006b:
Facility 007:
'CLINT MOORE RD EB ' (1) ·
'Dunn Avenue ' (1) ·
'E/B Atlantic Ave. ' (1) ·
'EB Okee. Blvd. ' (1) ·
'EB 706 To SB I-95 ' (1) ·
'EBSR80 to SBSR807 ' (1) ·
'Loxahatchee Slough' (1) ·
'NB US-27 SR-25 ' (1) ·
'PBIA to SB I-95 ' (1) ·
'SB I 95 to Lantana' (1) ·
'SB I-95 to PBIA ' (1) ·
'SB US-27 SR-25 ' (1) ·
'SBSR807 to EBSR80 ' (1) ·
'SR-528 EB ' (1) ·
'SR786 WB to SB I95' (1) ·
'SR91 NB TPK 86.69 ' (1) ·
'SR91 NB TPK 86.88 ' (1) ·
'SR91 SB OFF RP81.9' (1) ·
'SR91 SB TPK 86.85 ' (1) ·
'SR91 SB TPK 87.213' (1) ·
'SR91 SB TPK 91.26 ' (1) ·
'SW 23 Ave Golf Rd ' (1) ·
'Taylor Rd ' (1) ·
'WB Okee. Blvd. ' (1)
Number 008:
700198 (1) ·
794010 (1) ·
794189 (1) ·
930275 (1) ·
930303 (1) ·
930352 (1) ·
930353 (1) ·
930384 (1) ·
930388 (1) ·
930417 (1) ·
930418 (1) ·
930429 (1) ·
930430 (1) ·
930431 (1) ·
930432 (1) ·
930437 (1) ·
930472 (1) ·
930473 (1) ·
930481 (1) ·
930484 (1) ·
931003 (1) ·
931007 (1) ·
934167 (1) ·
934969 (1)
Location 009:
'0.2 mi East of SR-421 ' (1) ·
'0.25 MI N OF ATLANTIC AVE' (1) ·
'1.45 Mi W of Bee Line Hwy' (1) ·
'1.9 Miles East of US-441 ' (1) ·
'2.0 MI N of US-92 on I-95' (1) ·
'2.1MI S LAKEWORTH INTERCH' (1) ·
'6.2 MILES SOUTH OF SR-802' (1) ·
'Atlantic Ave./Fl. Tpk. ' (1) ·
'I 95 SR 786 Interchange ' (1) ·
'Just West of I 95 ' (1) ·
'Lantana I 95 Interchange ' (1) ·
'Palm Beach - Broward Line' (1) ·
'PBIA/I-95 Interchange ' (1) ·
'SE quadrant PB Int Airprt' (1) ·
'SR-528 EB at I-95 ' (1) ·
'SR-704 Over SR-91 ' (1) ·
'Tpk. SR 706 Interchange ' (1)
Latitude 016:
26200870 (1) ·
26200920 (1) ·
26243156 (1) ·
26271300 (1) ·
26272647 (1) ·
26302755 (1) ·
26312802 (1) ·
26313526 (1) ·
26313548 (1) ·
26315179 (1) ·
26351625 (1) ·
26352544 (1) ·
26403435 (1) ·
26403501 (1) ·
26412326 (1) ·
26412530 (1) ·
26422701 (1) ·
26422817 (1) ·
26483998 (1) ·
26502600 (1) ·
26560369 (1) ·
28244169 (1) ·
29062471 (1) ·
29115274 (1)
Longitude 017:
80041000 (1) ·
80041025 (1) ·
80041660 (1) ·
80043530 (1) ·
80051470 (1) ·
8005960 (1) ·
80060970 (1) ·
80082635 (1) ·
80083008 (1) ·
80091289 (1) ·
80101536 (1) ·
80101974 (1) ·
80101977 (1) ·
80102271 (1) ·
80102293 (1) ·
80102433 (1) ·
80103080 (1) ·
80103466 (1) ·
80103494 (1) ·
80321860 (1) ·
80321939 (1) ·
80491330 (1) ·
81012325 (1) ·
81054486 (1)
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Type 043b:
Length 049:
Width 052: (Click arrow to add another value)
Deck 058:
Superstructure 059: (Click arrow to add another value)
Substructure 060:
Channel 061:
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:
Rebuilt 106:
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 24 results in range #1 to #24.
