Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'Banana River ' (1) ·
'Canal 29 (5 mile creek) ' (1) ·
'CANAL L-12 ' (1) ·
'CANAL-17 ' (1) ·
'CR 708 ' (1) ·
'Cypress Creek ' (1) ·
'Drainage Canal ' (1) ·
'Header Canal ' (1) ·
'I-95 (SR 9) ' (1) ·
'L-5 Canal ' (1) ·
'Mercer Ave./CSX RR/Canal' (1) ·
'NB I-95 to Belvedere Rd.' (1) ·
'PERENNIAL CANAL ' (1) ·
'SR 811 & FEC RR ' (1) ·
'SR-91/TPK & BOCA RIO RD.' (1) ·
'St Johns River Relief ' (1) ·
'US-17-92-St Johns River ' (1) ·
Horse Creek (1)
Critical 006b:
Facility 007:
'Belvede to NB I-95' (1) ·
'CR 76A ' (1) ·
'EB SR 786 ' (1) ·
'I-4 EB ' (1) ·
'Levee Road ' (1) ·
'NB 1-95 (SR-9) ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'Old Dixie Highway ' (1) ·
'PALMETTO PK RD(WB)' (1) ·
'PARK COMMERCE BLVD' (1) ·
'SB I-95 (SR 9) ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SR 68 (Orange Ave)' (1) ·
'SR 80 to NB I-95 ' (1) ·
'SR-415 ' (1) ·
'SR-520 ' (1) ·
'SR-80 EB ' (1) ·
'SR-80 WB ' (1) ·
'WB SR 70 ' (1) ·
'WB SR 786 ' (1) ·
US-1 (1)
Number 008:
700206 (1) ·
700208 (1) ·
790197 (1) ·
790198 (1) ·
890114 (1) ·
890115 (1) ·
890116 (1) ·
890117 (1) ·
890118 (1) ·
890130 (1) ·
890131 (1) ·
930354 (1) ·
930355 (1) ·
930359 (1) ·
930478 (1) ·
930485 (1) ·
930491 (1) ·
930492 (1) ·
930802 (1) ·
930803 (1) ·
934907 (1) ·
936500 (1) ·
940119 (1) ·
940152 (1)
Location 009:
'0.4 MILE N OF SR-710 ' (1) ·
'0.6 Mile West of US-27 ' (1) ·
'0.7MI N of Northlake Blvd' (1) ·
'1 mi. east I-95 on SR 68 ' (1) ·
'1 mi. N of Cnty Rd 708 ' (1) ·
'16Mi W of SR-7 ' (1) ·
'1st overpass east of I-95' (1) ·
'2.5 miles North of SR-706' (1) ·
'2MI E of SR-7 US-441 ' (1) ·
'6.0 Mi. West of US-27 ' (1) ·
'7.0 mi. W of FL Turnpike ' (1) ·
'CR 76A over I-95 ' (1) ·
'I-4EB-US-17-92 St Johns R' (1) ·
'Just N. of Southern Blvd ' (1) ·
'NB I-95 over CR 708 ' (1) ·
'North of Belvedere Rd ' (1) ·
'SB I-95 over CR 708 ' (1) ·
'SR-415 - St Johns Relief ' (1) ·
'SR-520 - Banana River ' (1) ·
US-1 over Horse Creek (1)
Latitude 016:
26200070 (1) ·
26200200 (1) ·
26210118 (1) ·
26404904 (1) ·
26413700 (1) ·
26433147 (1) ·
26433240 (1) ·
26490300 (1) ·
26503600 (1) ·
26503900 (1) ·
26535784 (1) ·
26581961 (1) ·
26582109 (1) ·
27023771 (1) ·
27023967 (1) ·
27033218 (1) ·
27033286 (1) ·
27073546 (1) ·
27222475 (1) ·
27265100 (1) ·
28100028 (1) ·
28212680 (1) ·
28485599 (1) ·
28500676 (1)
Longitude 017:
80040300 (1) ·
80040933 (1) ·
80045519 (1) ·
80054200 (1) ·
80054600 (1) ·
80101404 (1) ·
80103697 (1) ·
80104046 (1) ·
80140214 (1) ·
80140445 (1) ·
80141809 (1) ·
80142079 (1) ·
80162888 (1) ·
80190839 (1) ·
80222800 (1) ·
80265070 (1) ·
80265190 (1) ·
80295022 (1) ·
80324800 (1) ·
80380610 (1) ·
80384071 (1) ·
80393654 (1) ·
81112589 (1) ·
81190878 (1)
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
Traffic Year 030: (Click arrow to add another value)
Service On 042a:
Service Under 042b:
Kind 043a:
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:
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:
Future Year 115:
Clearance 116:
Showing below up to 24 results in range #1 to #24.
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