Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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ObjectID:
County 003:
Place 004:
Direction 005e:
Features 006a:
'BRANCH OF MIAMI CANAL ' (1) ·
'CANAL ' (1) ·
'CANAL E-106 ' (1) ·
'EL RIO CANAL ' (1) ·
'KELLER CANAL E-4 ' (1) ·
'LAKE IDA CANAL ' (1) ·
'LATERAL A CANAL ' (1) ·
'Lateral A Canal ' (1) ·
'LATERAL CANAL ' (1) ·
'LWDD E-4 CANAL ' (1) ·
'N CANAL ' (1) ·
'PARK LATERAL CANAL ' (1) ·
'Range Line Canal ' (1) ·
'Sawgrass Creek ' (1) ·
'St Johns River Relief ' (1) ·
'TEN MILE CREEK ' (1) ·
Sawgrass Creek (1) ·
St Johns River (1) ·
St Johns River Relief (1) ·
St. Johns River (1)
Critical 006b:
Facility 007:
'101ST STREET ' (1) ·
'109TH STREET ' (1) ·
'10TH AVE. NORTH ' (1) ·
'16th Street ' (1) ·
'21ST ST SW ' (1) ·
'49th St Lindsey Rd' (1) ·
'61ST./PECAN GROVE ' (1) ·
'97 TH STREET ' (1) ·
'COLUMBUS DR. ' (1) ·
'GORDY ROAD ' (1) ·
'HIGHLAND GOLF CRSE' (1) ·
'ISLAND DRIVE ' (1) ·
'MIAMI CANAL ROAD ' (1) ·
'SW 15TH AVE ' (1) ·
'SW 22ND WAY ' (1) ·
'US-192 EB ' (1) ·
'US-192 WB ' (1) ·
'VANDEGRIFT-WILL RD' (1) ·
US-192 EB (1) ·
US-192 WB (1)
Number 008:
700018 (1) ·
700023 (1) ·
700212 (1) ·
700213 (1) ·
700214 (1) ·
700215 (1) ·
884003 (1) ·
884038 (1) ·
884047 (1) ·
884063 (1) ·
884064 (1) ·
884081 (1) ·
884103 (1) ·
930107 (1) ·
934461 (1) ·
934506 (1) ·
934516 (1) ·
935306 (1) ·
935506 (1) ·
935508 (1) ·
944010 (1) ·
945267 (1)
Location 009:
'.2MI E OF HOMEWOOD ROAD ' (1) ·
'0.03 MI W OF ANDREWS AVE ' (1) ·
'0.1MI W of N QUICK CIRCLE' (1) ·
'0.2MI W OF I-95 ' (1) ·
'0.3MI W OF CR-507 ' (1) ·
'0.3MI WEST OF CR-507 ' (1) ·
'0.5MI. W OF I-95 ' (1) ·
'0.8MI SOUTH OF SR-70 ' (1) ·
'150 FT E of SW 10TH ST ' (1) ·
'1MILE E OF HATTON HWY ' (1) ·
'2.2MI S OF SR-80 ' (1) ·
'33FT E OF CR-611 43RD AVE' (1) ·
'AT 141st ST ' (1) ·
'At 74th Avenue ' (1) ·
'AT CR-615 (66TH AVE.) ' (1) ·
'At CR-615 (66th Ave) ' (1) ·
'US-192 WB-St Johns Relief' (1) ·
'US-192EB - Sawgrass Creek' (1) ·
US-192 EB-St Johns Relief (1) ·
US-192 EB-St Johns River (1) ·
US-192 WB - Sawgrass Cr. (1) ·
US-192 WB- St Johns River (1)
Latitude 016:
26270705 (1) ·
26281369 (1) ·
26302557 (1) ·
26305150 (1) ·
26374144 (1) ·
26400360 (1) ·
26442375 (1) ·
27124842 (1) ·
27241068 (1) ·
27335447 (1) ·
27375400 (1) ·
27405750 (1) ·
27421622 (1) ·
27461915 (1) ·
27464527 (1) ·
27473810 (1) ·
28050471 (1) ·
28050547 (1) ·
28052963 (1) ·
28053027 (1) ·
28053134 (1) ·
28053192 (1)
Longitude 017:
80033398 (1) ·
80044229 (1) ·
80044272 (1) ·
80044341 (1) ·
80054787 (1) ·
80213453 (1) ·
80235669 (1) ·
80255073 (1) ·
80274430 (1) ·
80274550 (1) ·
80284500 (1) ·
80321756 (1) ·
80365044 (1) ·
80365155 (1) ·
80365186 (1) ·
80450403 (1) ·
80450449 (1) ·
80454965 (1) ·
80454978 (1) ·
80491520 (1) ·
80494825 (1) ·
80494830 (1)
Owner 022:
Built 027:
Traffic 029: (Click arrow to add another value)
Service On 042a:
Service Under 042b:
Kind 043a:
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) ·
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) ·
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 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 with "unknown" foundation that has not been evaluated for scour. Until risk can be determined, a plan of action should be developed and implemented to reduce the risk to users from abridge failure during and immediately after a flood event. (1)
Clearance 116:
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