Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- definition (254)
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'Bear Wildlife Crossing ' (1) ·
'Belcher Canal (C-25) ' (1) ·
'Berrys Canal ' (1) ·
'Canal - D ' (1) ·
'Cougar Wildlife Crossing' (1) ·
'F.P.F.W.C.D. Canal No. 1' (1) ·
'Halifax River ' (1) ·
'Lateral A Canal ' (1) ·
'LOXAHATCHEE RIV NW FORK ' (1) ·
'Rim Ditch Canal C-24 ' (1) ·
'Spruce Creek ' (1) ·
'Spruce Creek N Relief ' (1) ·
'Spruce Creek N. Relief ' (1) ·
'Spruce Creek S. Relief ' (1) ·
'WILLOUGHBY CREEK ' (1) ·
Banana River Relief (1) ·
Six Mile Creek (1)
Critical 006b:
Facility 007:
'CR-630 (41st St.) ' (1) ·
'INDIAN STREET ' (1) ·
'ISLAND WAY ' (1) ·
'NB SR-615 ' (1) ·
'SB SR-615 ' (1) ·
'SR 400 EB ' (1) ·
'SR 400 WB ' (1) ·
'SR-400 ' (1) ·
'SR-44 ' (1) ·
'SR-713 (Kings Hwy)' (1) ·
'SR-A1A ' (1) ·
'SR70 EB Okeechobee' (1) ·
'SR70 WB Okeechobee' (1) ·
'US-1 NB ' (1) ·
'US-1 SB ' (1) ·
'US-1SB ' (1) ·
'US-98 (SR-80) ' (1) ·
SR-46 (1) ·
SR-520 (1)
Number 008:
700192 (1) ·
700194 (1) ·
790147 (1) ·
790149 (1) ·
790155 (1) ·
790156 (1) ·
790157 (1) ·
790158 (1) ·
790159 (1) ·
790160 (1) ·
790203 (1) ·
790204 (1) ·
790205 (1) ·
790247 (1) ·
884104 (1) ·
894040 (1) ·
894044 (1) ·
930402 (1) ·
940136 (1) ·
940143 (1) ·
940146 (1) ·
940147 (1) ·
940157 (1)
Location 009:
'.5mi So. of St Lucie Blvd' (1) ·
'0.5Mi N of PLMBCH CO LINE' (1) ·
'0.7MI E of DIXIE HWY A1A ' (1) ·
'1.5 mi N of SR 68 ' (1) ·
'1.5 mi. N. of SR 68 ' (1) ·
'1mi. West of CR-613 ' (1) ·
'4 miles west of SR 7 ' (1) ·
'A1A-Port Orange Relief ' (1) ·
'At CR-615 (66th Avenue) ' (1) ·
'i-4 WB - Cougar Crossing ' (1) ·
'I-4 WB over Bear Crossing' (1) ·
'SR 400 EB - Bear Crossing' (1) ·
'SR 400 EB - Cougar Crossi' (1) ·
'SR-44 - Berrys Canal ' (1) ·
'US-1 NB - Spruce Cr. S. ' (1) ·
'US-1 NB - Spruce Creek ' (1) ·
'US-1 SB - Spruce Creek ' (1) ·
'US-1 SB-Spruce Creek ' (1) ·
'US-1SB - Spruce Cr. S. ' (1) ·
SR-46 over Six Mile Cr (1) ·
SR-520 - Banana River (1)
Latitude 016:
26405778 (1) ·
26583556 (1) ·
27102110 (1) ·
27220381 (1) ·
27220468 (1) ·
27280680 (1) ·
27280700 (1) ·
27283673 (1) ·
27400430 (1) ·
28212829 (1) ·
28395620 (1) ·
29014148 (1) ·
29043800 (1) ·
29043900 (1) ·
29050202 (1) ·
29050250 (1) ·
29051082 (1) ·
29051110 (1) ·
29051903 (1) ·
29051931 (1) ·
29060018 (1) ·
29060200 (1) ·
29083964 (1)
Longitude 017:
80075632 (1) ·
80123610 (1) ·
80162947 (1) ·
80205810 (1) ·
80205900 (1) ·
80235569 (1) ·
80274510 (1) ·
80324763 (1) ·
80324769 (1) ·
80365438 (1) ·
80543618 (1) ·
80551845 (1) ·
80580163 (1) ·
80580170 (1) ·
80580651 (1) ·
80580732 (1) ·
80581106 (1) ·
80581203 (1) ·
80590233 (1) ·
81091400 (1) ·
81091401 (1) ·
81103100 (1) ·
81103200 (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:
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:
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 assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles by assessment, 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)
Future 114:
Clearance 116:
Showing below up to 23 results in range #1 to #23.
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