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:
'Banana River ' (1) ·
'Bear Wildlife Crossing ' (1) ·
'C-15 Canal ' (1) ·
'Cougar Wildlife Crossing' (1) ·
'Deer WIldlife Crossing ' (1) ·
'Goat Creek ' (1) ·
'Hillsboro (L-14) Canal ' (1) ·
'Indian River East Relief' (1) ·
'Lake Worth Relief ' (1) ·
'Lateral A Canal ' (1) ·
'Loxahatchee Slough ' (1) ·
'Main Relief Canal ' (1) ·
'Rim Ditch Canal C-24 ' (1) ·
'Rose Bay ' (1) ·
'Spruce Creek ' (1) ·
'Spruce Creek N. Relief ' (1) ·
'Spruce Creek S. Relief ' (1) ·
'St Johns River Relief ' (1) ·
'St. Johns River Relief ' (1)
Critical 006b:
Facility 007:
'27th Street ' (1) ·
'Blue Heron Blvd ' (1) ·
'CR-630 (41st St.) ' (1) ·
'EB SR-710 ' (1) ·
'SB I 95 SR 9 ' (1) ·
'SR 400 EB ' (1) ·
'SR 400 WB ' (1) ·
'SR-400 ' (1) ·
'SR-415 ' (1) ·
'SR-520 ' (1) ·
'SR-715 ' (1) ·
'SR-732 Jensen Bch.' (1) ·
'SR70 EB Okeechobee' (1) ·
'SR70 WB Okeechobee' (1) ·
'US-1 NB ' (1) ·
'US-1 SB ' (1) ·
'WB SR-710 ' (1)
Number 008:
700204 (1) ·
700205 (1) ·
700208 (1) ·
790156 (1) ·
790158 (1) ·
790160 (1) ·
790161 (1) ·
790198 (1) ·
790203 (1) ·
790204 (1) ·
790205 (1) ·
790206 (1) ·
790207 (1) ·
790220 (1) ·
790247 (1) ·
884077 (1) ·
884104 (1) ·
890146 (1) ·
930184 (1) ·
930471 (1) ·
930535 (1) ·
930536 (1) ·
930545 (1) ·
940136 (1) ·
940157 (1)
Location 009:
'.75mi E. of Indian R Dr. ' (1) ·
'1 mile S of Linton Blvd ' (1) ·
'130ft. S of Aviation Blvd' (1) ·
'1mi. West of CR-613 ' (1) ·
'2 miles East of SR-786 ' (1) ·
'2 miles East of SR786 ' (1) ·
'At CR-615 (66th Avenue) ' (1) ·
'Belle Glade 1Mi W SR-80 ' (1) ·
'i-4 WB - Cougar Crossing ' (1) ·
'I-4 WB over Bear Crossing' (1) ·
'SR 400 - Dear Crossing ' (1) ·
'SR 400 EB - Bear Crossing' (1) ·
'SR 400 EB - Cougar Crossi' (1) ·
'SR 400 WB over Deer Wildl' (1) ·
'SR-415 - St Johns Relief ' (1) ·
'SR-415 -St. Johns Relief ' (1) ·
'SR-520 - Banana River ' (1) ·
'SR-A1A East of ICWW ' (1) ·
'US-1 NB - Spruce Cr. S. ' (1) ·
'US-1 NB - Spruce Creek ' (1) ·
'US-1 NB over Goat Creek ' (1) ·
'US-1 SB over Goat Creek ' (1) ·
'US-1 SB over Rose Bay ' (1)
Latitude 016:
26252840 (1) ·
26413800 (1) ·
26470126 (1) ·
26492016 (1) ·
26492039 (1) ·
27151700 (1) ·
27220381 (1) ·
27220468 (1) ·
27385110 (1) ·
27400430 (1) ·
27580607 (1) ·
27580636 (1) ·
28212680 (1) ·
28485599 (1) ·
28485627 (1) ·
29043800 (1) ·
29043900 (1) ·
29050250 (1) ·
29051110 (1) ·
29051931 (1) ·
29060018 (1) ·
29060200 (1) ·
29061303 (1) ·
29064300 (1)
Longitude 017:
80022352 (1) ·
80052490 (1) ·
80101483 (1) ·
80101580 (1) ·
80124800 (1) ·
80242065 (1) ·
80274510 (1) ·
80323926 (1) ·
80324008 (1) ·
80324763 (1) ·
80324769 (1) ·
80393654 (1) ·
80410200 (1) ·
80580170 (1) ·
80580651 (1) ·
80581106 (1) ·
80581931 (1) ·
81083200 (1) ·
81083300 (1) ·
81091400 (1) ·
81091401 (1) ·
81103100 (1) ·
81103200 (1) ·
81112589 (1) ·
81112630 (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 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:
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 not over waterway. (1)
Future 114:
Clearance 116:
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