Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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Use the filters below to narrow your results.
ObjectID:
Status: (Click arrow to add another value)
Date:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'Australian Ave and Canal' (1) ·
'Australian Avenue ' (1) ·
'C-52 Canal ' (1) ·
'George King Blvd ' (1) ·
'Goat Creek ' (1) ·
'Habitat Connectivity ' (1) ·
'I-4 ' (1) ·
'KELLER CANAL ' (1) ·
'L-78 Borrow Canal ' (1) ·
'Loxahatchee Slough ' (1) ·
'Miami Canal L-25 ' (1) ·
'Rose Bay ' (1) ·
'Spruce Creek ' (1) ·
'Spruce Creek N. Relief ' (1) ·
'Spruce Creek S. Relief ' (1) ·
'St. Johns Marsh ' (1) ·
'Turnbull Creek ' (1) ·
George King Blvd (1) ·
Sawgrass Creek (1) ·
St Johns River Relief (1) ·
St. Johns River (1)
Critical 006b:
Facility 007:
'CENTER DRIVE ' (1) ·
'CR-4139 ' (1) ·
'EB SR-710 ' (1) ·
'I 95 to PBIA Ramp ' (1) ·
'PBIA to I-95 Ramp ' (1) ·
'SR-40 EB ' (1) ·
'SR-60 EB ' (1) ·
'SR-60 WB ' (1) ·
'SR-A1A NB ' (1) ·
'US-1 NB ' (1) ·
'US-1 SB ' (1) ·
'US-27/SR-80 SB ' (1) ·
'WB SR-710 ' (1) ·
SR-A1A SB (1) ·
US-192 EB (1) ·
US-192 WB (1)
Number 008:
700204 (1) ·
700205 (1) ·
700210 (1) ·
700211 (1) ·
700212 (1) ·
700213 (1) ·
700214 (1) ·
790156 (1) ·
790158 (1) ·
790160 (1) ·
790161 (1) ·
790195 (1) ·
790212 (1) ·
790217 (1) ·
880091 (1) ·
880094 (1) ·
880096 (1) ·
930479 (1) ·
930480 (1) ·
930535 (1) ·
930536 (1) ·
930538 (1) ·
934357 (1)
Location 009:
'10.3Mi. E of SR-91 (TPK) ' (1) ·
'11.6Mi. E of SR-91 (TPK) ' (1) ·
'2 miles East of SR-786 ' (1) ·
'2 miles East of SR786 ' (1) ·
'2Mi. West of CR-512 ' (1) ·
'At John Stretch Park ' (1) ·
'CR-4139 over I-4 ' (1) ·
'IN JOHN PRINCE PARK ' (1) ·
'PBIA/I-95 Interchange ' (1) ·
'SR-40EB - Habitat Connect' (1) ·
'SR-A1A - George King Blvd' (1) ·
'US-1 NB - Spruce Cr. S. ' (1) ·
'US-1 NB - Spruce Creek ' (1) ·
'US-1 NB over Goat Creek ' (1) ·
'US-1 SB - Turnbull Creek ' (1) ·
'US-1 SB over Goat Creek ' (1) ·
'US-1 SB over Rose Bay ' (1) ·
SR-A1A SB- George King (1) ·
US-192 EB-St Johns Relief (1) ·
US-192 WB - Sawgrass Cr. (1) ·
US-192 WB- St Johns River (1)
Latitude 016:
26364799 (1) ·
26411352 (1) ·
26411700 (1) ·
26414539 (1) ·
26492016 (1) ·
26492039 (1) ·
27382573 (1) ·
27382910 (1) ·
27383040 (1) ·
27580607 (1) ·
27580636 (1) ·
28050547 (1) ·
28052963 (1) ·
28053134 (1) ·
28241290 (1) ·
28241322 (1) ·
28491498 (1) ·
29001448 (1) ·
29050250 (1) ·
29051110 (1) ·
29051931 (1) ·
29061303 (1) ·
29153158 (1)
Longitude 017:
80042465 (1) ·
80042805 (1) ·
80045351 (1) ·
80101483 (1) ·
80101580 (1) ·
80323926 (1) ·
80324008 (1) ·
80370688 (1) ·
80370748 (1) ·
80403784 (1) ·
80433190 (1) ·
80443870 (1) ·
80450403 (1) ·
80454978 (1) ·
80482471 (1) ·
80494825 (1) ·
80513613 (1) ·
80580170 (1) ·
80580651 (1) ·
80581106 (1) ·
80581931 (1) ·
81110743 (1) ·
81143187 (1)
Owner 022:
Lanes 028a:
Traffic 029:
Traffic Year 030:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052: (Click arrow to add another value)
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) ·
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:
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 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 23 results in range #1 to #23.
