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:
Status: (Click arrow to add another value)
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'CANAL E-105 ' (1) ·
'CITY OF WPB CANAL ' (1) ·
'Daytona Canal ' (1) ·
'E-3 CANAL ' (1) ·
'E-4 CANAL ' (1) ·
'EPB CANAL C-3 ' (1) ·
'GARDEN CANAL ' (1) ·
'I-95 ' (1) ·
'L.W.D.D L-14 CANAL ' (1) ·
'LK OSBORNE DR& CENTER DR' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'M-1 CANAL ' (1) ·
'Nav. Banana River Canal ' (1) ·
'QUAIL COVEY ROAD ' (1) ·
'RELIEF CANAL ' (1) ·
'Underhill Slough ' (1)
Critical 006b:
Facility 007:
'6TH AVE SO. EB ' (1) ·
'AUSTRALIAN AVE NB ' (1) ·
'AUSTRALIAN AVE SB ' (1) ·
'Ballough Street ' (1) ·
'CENTER DR. ' (1) ·
'CYPRESS WAY ' (1) ·
'FLAVOR PICT ROAD ' (1) ·
'Girard Blvd. ' (1) ·
'KIMBERLY BLVD. EB ' (1) ·
'KIMBERLY BLVD. WB ' (1) ·
'Lake Harney Road ' (1) ·
'LIGHTHOUSE DRIVE ' (1) ·
'MINER RD. ' (1) ·
'NORTH QUICK CIRCLE' (1) ·
'OKEECHOBEE RD WB ' (1) ·
'PROSPERITY FARMSRD' (1) ·
'Ranch Rd. ' (1) ·
'SW 18TH STREET WB ' (1) ·
'Woolbright Road EB' (1) ·
'Woolbright Road WB' (1)
Number 008:
700130 (1) ·
704016 (1) ·
794050 (1) ·
795000 (1) ·
934135 (1) ·
934222 (1) ·
934278 (1) ·
934307 (1) ·
934350 (1) ·
934428 (1) ·
934441 (1) ·
934468 (1) ·
934469 (1) ·
934901 (1) ·
934942 (1) ·
934948 (1) ·
935204 (1) ·
937001 (1) ·
937703 (1) ·
945265 (1)
Location 009:
'.3 mi South of Mason Ave ' (1) ·
'0.1 mi W of Banana Rvr Dr' (1) ·
'0.2MI E OF US-441 (SR-7) ' (1) ·
'0.2MI S of CAMINO GARDEN ' (1) ·
'0.2MI S OF DONALD ROSS ' (1) ·
'0.2MI W OF ROYAL P.B. BLV' (1) ·
'0.3M W of ALT A1A(SR-811)' (1) ·
'0.3MI E OF CONGRESS AVE ' (1) ·
'0.3MI E of CONGRESS AVE. ' (1) ·
'0.3MI S OF 45TH STREET ' (1) ·
'0.5Mi WEST OF CR-809 ' (1) ·
'0.6MI W OF I-95 ' (1) ·
'0.7MI W OF CONGRESS AVE ' (1) ·
'0.7MI W OF CONGRESS AVE.' (1) ·
'0.8MI N OF SW BECKER RD ' (1) ·
'4 Mi South of Maytown Rd.' (1) ·
'ADJ W SIDE MILITARY TRAIL' (1) ·
'Ranch Rd. - I-95 ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Lanes 028a: (Click arrow to add another value)
Traffic 029:
Traffic Year 030: (Click arrow to add another value)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061:
Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. (1) ·
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)
Culvert 062:
Large spalls, heavy scaling, wide cracks, considerable efflorescence or opened construction joint permitting loss of backfill. Considerable settlement or misalignment. Considerable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection throughout, extensive corrosion or deep pitting. (1) ·
N/A (1)
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:
Showing below up to 20 results in range #1 to #20.
