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: (Click arrow to add another value)
Direction 005e:
Features 006a:
'BOYNTON CANAL ' (1) ·
'Boynton Canal C-16 ' (1) ·
'CANAL E-2-E(BOYN BC INT)' (1) ·
'CANAL E-2-W(BOYN BC INT)' (1) ·
'CANAL E-4 ' (1) ·
'CANAL N. END LAKE IDA ' (1) ·
'CSX RR ' (1) ·
'I 95 SR 9 ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'LAKE IDA CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD E-4 CANAL ' (1) ·
'None ' (1) ·
'SR 804 BOYNTON BCH BLVD ' (1) ·
'SUBDIVISION CANAL ' (1)
Critical 006b:
Facility 007:
'CORAL DRIVE ' (1) ·
'E Gateway Blvd ' (1) ·
'GATEWAY BLVD (EB) ' (1) ·
'GATEWAY BLVD (WB) ' (1) ·
'I 95 SR 9 ' (1) ·
'LE CHALET BLVD ' (1) ·
'MISSION HILL ROAD ' (1) ·
'NB I 95 to Gateway' (1) ·
'S. LAKE DRIVE ' (1) ·
'SR804 E Ocean Ave.' (1) ·
'SR91 N/S TPK 86.95' (1) ·
'SR91 N/S TPK 87.74' (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) ·
'SW 15TH AVE ' (1) ·
'SW 22ND WAY ' (1) ·
'VENICE DRIVE ' (1) ·
'WEST OCEAN DRIVE ' (1) ·
'WOOLBRIGHT ROAD ' (1)
Number 008:
930214 (1) ·
930287 (1) ·
930370 (1) ·
930428 (1) ·
930429 (1) ·
930430 (1) ·
930431 (1) ·
930432 (1) ·
930433 (1) ·
930434 (1) ·
930435 (1) ·
931010 (1) ·
934461 (1) ·
934487 (1) ·
935300 (1) ·
935301 (1) ·
935302 (1) ·
935303 (1) ·
935305 (1) ·
935306 (1) ·
935307 (1) ·
935308 (1)
Location 009:
'0.1MI S OF OLD BOYNTON ' (1) ·
'0.25MI E OF US 1 ' (1) ·
'0.2MI W OF I-95 ' (1) ·
'0.3MI E OF CONGRESS BLVD ' (1) ·
'0.4MI E OF CONGRESS AVE ' (1) ·
'0.7 MI NORTH OF SR-804 ' (1) ·
'0.7 mile North of SR 804 ' (1) ·
'0.8Mi W OF MILITARY TRAIL' (1) ·
'1 Mile S of Boynton Inlet' (1) ·
'1.5 mile North of SR 804 ' (1) ·
'1.5 miles North of SR 804' (1) ·
'100FT E OF SOUTH LAKE DR ' (1) ·
'150 FT E of SW 10TH ST ' (1) ·
'200FT N of NW 22ND STR ' (1) ·
'6.2 MILES SOUTH OF SR-802' (1) ·
'700 ft S of Gateway Blvd ' (1)
Latitude 016:
26291118 (1) ·
26294400 (1) ·
26302557 (1) ·
26305150 (1) ·
26305220 (1) ·
26312770 (1) ·
26312802 (1) ·
26313526 (1) ·
26313548 (1) ·
26313736 (1) ·
26314099 (1) ·
26315179 (1) ·
26315252 (1) ·
26315259 (1) ·
26322016 (1) ·
26322125 (1) ·
26324784 (1) ·
26324847 (1) ·
26325800 (1) ·
26330210 (1) ·
26330220 (1) ·
26331032 (1)
Longitude 017:
80031431 (1) ·
80032041 (1) ·
80041200 (1) ·
80041240 (1) ·
80041485 (1) ·
80042235 (1) ·
80044085 (1) ·
80044272 (1) ·
80044341 (1) ·
80044372 (1) ·
80050093 (1) ·
80050324 (1) ·
80050590 (1) ·
80050886 (1) ·
80050888 (1) ·
80075125 (1) ·
80101974 (1) ·
80101977 (1) ·
80102132 (1) ·
80102180 (1) ·
80102271 (1) ·
80102293 (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:
Deck 058:
Superstructure 059:
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)
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 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:
Future Year 115:
Clearance 116:
Showing below up to 22 results in range #1 to #22.
View (previous 250 | next 250) (20 | 50 | 100 | 250 | 500)
