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:
'ATLANTIS WATERWAY ' (1) ·
'BRANCH OF MIAMI CANAL ' (1) ·
'CANAL ' (1) ·
'Crane Creek ' (1) ·
'E-3 CANAL ' (1) ·
'EL RIO (E-4) CANAL ' (1) ·
'Intracoastal Waterway ' (1) ·
'Lake Ida / Canal E-4 ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD LAT 8 CANAL ' (1) ·
'MANATEE POCKET ' (1) ·
'Misner Branch ' (1) ·
'PARK LATERAL CANAL ' (1) ·
'RELIEF CANAL ' (1) ·
'Seaboard Coastline RR ' (1) ·
'US-17/92 ' (1)
Critical 006b:
Facility 007:
'109TH STREET ' (1) ·
'ALLAMANDA BLVD. ' (1) ·
'Boynton Bch Blvd ' (1) ·
'Dubber Road ' (1) ·
'EB Lake Worth Rd. ' (1) ·
'French Avenue ' (1) ·
'HOLLY DRIVE ' (1) ·
'HORSESHOE POINT RD' (1) ·
'ISLAND DRIVE ' (1) ·
'KUDZA ROAD ' (1) ·
'LIGHTHOUSE DRIVE ' (1) ·
'LOWSON BOULEVARD ' (1) ·
'Main Trail ' (1) ·
'MIAMI CANAL ROAD ' (1) ·
'ORANGE TREE DR ' (1) ·
'PALMETTO PK RD ' (1) ·
'SR-472 ' (1) ·
'SR-656 (17th St.) ' (1)
Number 008:
705601 (1) ·
790055 (1) ·
794006 (1) ·
796000 (1) ·
880077 (1) ·
884064 (1) ·
890101 (1) ·
930237 (1) ·
930329 (1) ·
934312 (1) ·
934516 (1) ·
934902 (1) ·
935001 (1) ·
935506 (1) ·
935507 (1) ·
937001 (1) ·
937002 (1) ·
937003 (1)
Location 009:
'0.03 MI W OF ANDREWS AVE ' (1) ·
'0.10 MI S of BURNS ROAD ' (1) ·
'0.1MI N OF CLUBHOUSE BLVD' (1) ·
'0.2 Mi E of ANCHOR AVE. ' (1) ·
'0.2 MI W of CONGRESS AVE ' (1) ·
'0.2MI S of FOREST HILL BV' (1) ·
'0.3M W of ALT A1A(SR-811)' (1) ·
'0.3Mi W of Alt-A1A/SR-811' (1) ·
'0.3MI WEST OF CR-507 ' (1) ·
'0.4 Mi. W of SR-A1A ' (1) ·
'0.7 mi. W of I-95 ' (1) ·
'0.8 Mile West of Nova Rd ' (1) ·
'1 Mile East of Jog Rd. ' (1) ·
'100 ft West of Ruffner Rd' (1) ·
'2 miles West of US-17 ' (1) ·
'2.2MI S OF SR-80 ' (1) ·
'ADJ W SIDE MILITARY TRAIL' (1) ·
'SR-472 over US-17/92 ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027: (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) ·
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) ·
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:
Showing below up to 18 results in range #1 to #18.
View (previous 250 | next 250) (20 | 50 | 100 | 250 | 500)
