Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- Waterbody (27)
- bridge (13)
- bridge data (1468)
- definition (254)
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Features 006a:
'Bear Wildlife Crossing ' (1) ·
'Belcher Canal (C-25) ' (1) ·
'C-15 Canal ' (1) ·
'C-18 Canal ' (1) ·
'C. Stanley Weaver Canal ' (1) ·
'Canal No. 1 ' (1) ·
'Canal No.1 ' (1) ·
'Cougar Wildlife Crossing' (1) ·
'Deer WIldlife Crossing ' (1) ·
'Drainage Canal ' (1) ·
'Goat Creek ' (1) ·
'Lake Worth Creek Canal ' (1) ·
'Loxahatchee Slough ' (1) ·
'Rim Ditch Canal C-24 ' (1) ·
'Rose Bay ' (1) ·
'Spruce Creek ' (1) ·
'Spruce Creek N Relief ' (1) ·
'Spruce Creek N. Relief ' (1) ·
'Spruce Creek S. Relief ' (1) ·
'St Johns River Relief ' (1) ·
'St. Johns River Relief ' (1) ·
'West Palm Beach Canal ' (1)
Critical 006b:
Facility 007:
'EB SR-710 ' (1) ·
'MILITARY TR. NB ' (1) ·
'MILITARY TR. SB ' (1) ·
'NB I 95 SR 9 ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'NB SR 5 (US-1) ' (1) ·
'NB SR-615 ' (1) ·
'NB US-441 (SR-7) ' (1) ·
'SB I 95 SR 9 ' (1) ·
'SB I 95 to Cong Av' (1) ·
'SB I-95 (SR 9) ' (1) ·
'SB SR 5 (US-1) ' (1) ·
'SB SR- 615 ' (1) ·
'SB SR-615 ' (1) ·
'SB US-441 (SR-7) ' (1) ·
'SR 400 EB ' (1) ·
'SR 400 WB ' (1) ·
'SR-400 ' (1) ·
'SR-415 ' (1) ·
'SR70 EB Okeechobee' (1) ·
'SR70 WB Okeechobee' (1) ·
'US-1 NB ' (1) ·
'US-1 SB ' (1) ·
'US-1SB ' (1) ·
'WB SR-710 ' (1)
Number 008:
Location 009:
'.25 mi N of SR 706 ' (1) ·
'.3 mi N of SR 706 ' (1) ·
'0.25 N of SR 706 ' (1) ·
'0.7Mi N OF SR-804 ' (1) ·
'0.85 mile South of Linton' (1) ·
'03 mi N of SR 706 ' (1) ·
'1 mi. N of Cnty Rd 708 ' (1) ·
'1 mile S of Linton Blvd ' (1) ·
'1.5 mi N of SR 68 ' (1) ·
'1.5 mi. N. of SR 68 ' (1) ·
'1mi. West of CR-613 ' (1) ·
'2 mi N. of SR 68 ' (1) ·
'2 Mi. N. of SR 68 ' (1) ·
'2 miles East of SR-786 ' (1) ·
'2 miles East of SR786 ' (1) ·
'3 Miles West of SR-786 ' (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-7 & SR-80 intersection' (1) ·
'US-1 NB - Spruce Cr. S. ' (1) ·
'US-1 NB - Spruce Creek ' (1) ·
'US-1 NB over Goat Creek ' (1) ·
'US-1 NB over Rose Bay ' (1) ·
'US-1 SB - Spruce Creek ' (1) ·
'US-1 SB over Goat Creek ' (1) ·
'US-1 SB over Rose Bay ' (1) ·
'US-1 SB-Spruce Creek ' (1) ·
'US-1SB - Spruce Cr. S. ' (1)
Latitude 016:
26252840 (1) ·
26322014 (1) ·
26404695 (1) ·
26404846 (1) ·
26492016 (1) ·
26492039 (1) ·
26522014 (1) ·
26561490 (1) ·
26561515 (1) ·
26563116 (1) ·
26563147 (1) ·
27033218 (1) ·
27033286 (1) ·
27220381 (1) ·
27220468 (1) ·
27280680 (1) ·
27280700 (1) ·
27283525 (1) ·
27283630 (1) ·
27580607 (1) ·
27580636 (1) ·
28485599 (1) ·
28485627 (1) ·
29043800 (1) ·
29043900 (1) ·
29050202 (1) ·
29050250 (1) ·
29051082 (1) ·
29051110 (1) ·
29051903 (1) ·
29051931 (1) ·
29060018 (1) ·
29060200 (1) ·
29061303 (1) ·
29061326 (1) ·
29064300 (1)
Longitude 017:
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:
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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (1)
Culvert 062:
Inspect Date 090:
Direction 102: (Click arrow to add another value)
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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