Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
Status: (Click arrow to add another value)
Date:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'BELCHER CANAL C-25 ' (1) ·
'BLIND CREEK ' (1) ·
'BRITT CANAL ' (1) ·
'BUCCANEER CANAL ' (1) ·
'BUTTERFLY CANAL ' (1) ·
'C-18 Canal ' (1) ·
'C-24 CANAL ' (1) ·
'CAMINO CANAL ' (1) ·
'CANAL-1 ' (1) ·
'E-3 Canal ' (1) ·
'EL RIO CANAL ' (1) ·
'FISHTAIL CANAL ' (1) ·
'FIVE MILE CREEK ' (1) ·
'HUNGERFORD CANAL ' (1) ·
'KRUEGER CREEK ' (1) ·
'L.W.D.D. #10 ' (1) ·
'LWDD L-2 CANAL ' (1) ·
'LWDD L-7 CANAL ' (1) ·
'LWDD LAT 16 CANAL ' (1) ·
'LWDD LAT 8 CANAL ' (1) ·
'North Lake ' (1) ·
'Reed Canal ' (1) ·
'TEN MILE CREEK ' (1)
Critical 006b:
Facility 007:
'53RD STREET ' (1) ·
'AUDUBON BLVD. ' (1) ·
'BRITT RD ' (1) ·
'CAMINO GARDENS EB ' (1) ·
'CAMINO GARDENS WB ' (1) ·
'CONGRESS AVE ' (1) ·
'CR-A1A(OCEAN BLVD)' (1) ·
'CYPRESS WAY ' (1) ·
'DATE PALM RD ' (1) ·
'DATE PALM ROAD ' (1) ·
'DAVIS ROAD ' (1) ·
'EB North Lake Blvd' (1) ·
'EB SR-710 ' (1) ·
'ELEVEN MILE ROAD ' (1) ·
'FLORIDA MANGO RD ' (1) ·
'KIRBY LOOP ROAD ' (1) ·
'KUDZA ROAD ' (1) ·
'PINETREE LANE ' (1) ·
'SEMINOLE DR ' (1) ·
'SHINN ROAD ' (1) ·
'SR-A1A ' (1) ·
'TAYLOR DAIRY ROAD ' (1) ·
'US-1 ' (1) ·
'West Atlantic Ave.' (1)
Number 008:
790012 (1) ·
890120 (1) ·
894000 (1) ·
930050 (1) ·
930120 (1) ·
930240 (1) ·
934251 (1) ·
934254 (1) ·
934312 (1) ·
934319 (1) ·
935201 (1) ·
935202 (1) ·
935203 (1) ·
935205 (1) ·
935209 (1) ·
935210 (1) ·
935502 (1) ·
936261 (1) ·
937201 (1) ·
940004 (1) ·
940018 (1) ·
940038 (1) ·
940043 (1) ·
940067 (1) ·
940068 (1)
Location 009:
'0.03Mi E of CYPRESS WAY ' (1) ·
'0.04MI S OF FOREST HILL ' (1) ·
'0.1MI S of CAMINO GARDEN ' (1) ·
'0.1Mi S OF CR812 LANTANA ' (1) ·
'0.2 MI W OF LINDELL BLVD ' (1) ·
'0.2MI S of FOREST HILL BV' (1) ·
'0.3MI N of 10TH AVE N ' (1) ·
'0.3MI S of ROYAL PALM WAY' (1) ·
'0.4 MILE S OF ROYAL PALM ' (1) ·
'0.4M S OF ROYAL PALM ' (1) ·
'0.5MI S OF OKEECHOBEE BLV' (1) ·
'0.6MI EAST OF MCNEIL ROAD' (1) ·
'0.6MI N OF ANGLE ROAD ' (1) ·
'0.8 MI S OF SR-70 ' (1) ·
'0.83 MI N FPL POWER PLANT' (1) ·
'1/2 mile W of SR-809 ' (1) ·
'100FT N ANGLE RD CR-607A ' (1) ·
'1Mi W of US-1 ' (1) ·
'1mi. W of US-1. ' (1) ·
'2MI E of SR-76 ' (1) ·
'3 Miles West of SR-786 ' (1) ·
'3MI S of SR-70 ' (1) ·
'US-1 over Reed Canal ' (1)
Latitude 016:
26192015 (1) ·
26192465 (1) ·
26193002 (1) ·
26202088 (1) ·
26202775 (1) ·
26202815 (1) ·
26254577 (1) ·
26272749 (1) ·
26351368 (1) ·
26375694 (1) ·
26385460 (1) ·
26391471 (1) ·
26415450 (1) ·
26415533 (1) ·
26482760 (1) ·
26521995 (1) ·
27115100 (1) ·
27140482 (1) ·
27201709 (1) ·
27214720 (1) ·
27232266 (1) ·
27245404 (1) ·
27281046 (1) ·
27283693 (1) ·
29093065 (1)
Longitude 017:
80040198 (1) ·
80042050 (1) ·
80044280 (1) ·
80050036 (1) ·
80050169 (1) ·
80050363 (1) ·
80050508 (1) ·
80051244 (1) ·
80054780 (1) ·
80054881 (1) ·
80054885 (1) ·
80055270 (1) ·
80055545 (1) ·
80075082 (1) ·
80075828 (1) ·
80135670 (1) ·
80144509 (1) ·
80145640 (1) ·
80170422 (1) ·
80214936 (1) ·
80224257 (1) ·
80232645 (1) ·
80262430 (1) ·
80282441 (1) ·
80594278 (1)
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a: (Click arrow to add another value)
Type 043b:
Length 049:
Width 052:
Deck 058: (Click arrow to add another value)
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 being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. (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)
Culvert 062:
Inspect Date 090:
Direction 102:
Deck Type 107:
Scour 113:
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 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:
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