Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
ObjectID:
County 003: (Click arrow to add another value)
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'BRANCH OF MIAMI CANAL ' (1) ·
'BULLDOG CANAL ' (1) ·
'CANAL E-4 ' (1) ·
'GARDEN CANAL ' (1) ·
'Hillsboro Canal L14 ' (1) ·
'HILLSBORO L-14 CANAL ' (1) ·
'I 95 and SR 704 ' (1) ·
'Intracoastal Waterway ' (1) ·
'LAKE IDA CANAL ' (1) ·
'LAT CANAL (LK WORTH INT)' (1) ·
'LOXAHATCHEE WPB CANAL ' (1) ·
'LWDD LAT CANAL 17 ' (1) ·
'OKEECHOBEE RIM CANAL ' (1) ·
'PGA Blvd SR 786 ' (1) ·
'SR 786 PGA Blvd ' (1) ·
'Tide Relief Canal ' (1) ·
'WPB CANAL C-51 ' (1)
Critical 006b:
Facility 007:
'CAMINO GARDENS BL ' (1) ·
'CONGRESS AVE NB ' (1) ·
'CR-717 ' (1) ·
'DUDA ROAD ' (1) ·
'E. CAMINO REAL ' (1) ·
'EB Spanish Rvr Bvd' (1) ·
'G BUSH BLVD(NE8TH)' (1) ·
'I 95 NB SR 9 ' (1) ·
'LINTON BLVD. ' (1) ·
'MIAMI CANAL ROAD ' (1) ·
'MISSION HILL ROAD ' (1) ·
'NORTH SHORE DRIVE ' (1) ·
'SB I 95 SR 9 ' (1) ·
'SR 91 TPK RMP 93.5' (1) ·
'SR-15 Main St. ' (1) ·
'SR-A1A ' (1) ·
'SR804 E Ocean Ave.' (1) ·
'SR91 N/S TPK 103.1' (1) ·
'SUMMIT BLVD ' (1) ·
'SW 22ND WAY ' (1) ·
'WB Spanish River ' (1) ·
'WB SR704 to SB I95' (1)
Number 008:
930026 (1) ·
930072 (1) ·
930154 (1) ·
930226 (1) ·
930235 (1) ·
930322 (1) ·
930334 (1) ·
930335 (1) ·
930336 (1) ·
930338 (1) ·
930361 (1) ·
930370 (1) ·
930469 (1) ·
934201 (1) ·
934332 (1) ·
934408 (1) ·
934516 (1) ·
934519 (1) ·
935206 (1) ·
935305 (1) ·
935306 (1) ·
937702 (1)
Location 009:
'0.1MI E of SW 9TH AVE ' (1) ·
'0.2MI EAST OF US-1 (SR-5)' (1) ·
'0.2Mi S of 45TH ST(CR702)' (1) ·
'0.3MI E OF US-1 ' (1) ·
'0.6MI E OF US-1 ' (1) ·
'0.6Mi S OF CR-812 ' (1) ·
'1 Mile S of Boynton Inlet' (1) ·
'1.9 MI WEST OF SR-715 ' (1) ·
'100FT E OF SOUTH LAKE DR ' (1) ·
'150 FT E of SW 10TH ST ' (1) ·
'1mi. N of North Lake Blvd' (1) ·
'1mi. N of Northlake Blvd.' (1) ·
'2.2MI S OF SR-80 ' (1) ·
'3.0 MI NORTH OF SR-704 ' (1) ·
'500FT WEST OF I-95 ' (1) ·
'A1A on Singer Island ' (1) ·
'ADJ. TO N. SIDE OF SR-880' (1) ·
'At East Canal St. ' (1) ·
'EB SR800 .2mi West of A1A' (1) ·
'I-95 SR 704 interchange ' (1) ·
'LAKE WORTH INTERCHANGE ' (1) ·
'WB SR800.2Mi west of US-1' (1)
Latitude 016:
26201913 (1) ·
26202200 (1) ·
26231074 (1) ·
26231130 (1) ·
26262317 (1) ·
26282666 (1) ·
26294400 (1) ·
26302557 (1) ·
26313736 (1) ·
26344632 (1) ·
26371314 (1) ·
26395767 (1) ·
26400360 (1) ·
26401808 (1) ·
26411023 (1) ·
26421986 (1) ·
26422570 (1) ·
26450312 (1) ·
26450626 (1) ·
26490902 (1) ·
26502240 (1) ·
26502290 (1)
Longitude 017:
80022456 (1) ·
80031431 (1) ·
80034367 (1) ·
80035475 (1) ·
80041209 (1) ·
80041536 (1) ·
80042609 (1) ·
80043770 (1) ·
80043790 (1) ·
80044085 (1) ·
80044331 (1) ·
80044341 (1) ·
80052259 (1) ·
80060655 (1) ·
80060720 (1) ·
80060914 (1) ·
80080366 (1) ·
80101893 (1) ·
80381684 (1) ·
80400416 (1) ·
80424695 (1) ·
80491520 (1)
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
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)
Culvert 062:
Inspect Date 090: (Click arrow to add another value)
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 22 results in range #1 to #22.
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