Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
Status: (Click arrow to add another value)
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
Critical 006b:
Facility 007:
'101ST STREET ' (1) ·
'109TH STREET ' (1) ·
'16th Street ' (1) ·
'21ST ST SW ' (1) ·
'49th St Lindsey Rd' (1) ·
'61ST./PECAN GROVE ' (1) ·
'97 TH STREET ' (1) ·
'COLUMBUS DR. ' (1) ·
'Eldron Blvd. ' (1) ·
'GORDY ROAD ' (1) ·
'HIGHLAND GOLF CRSE' (1) ·
'ISLAND DRIVE ' (1) ·
'MIAMI CANAL ROAD ' (1) ·
'SW 22ND WAY ' (1) ·
'VANDEGRIFT-WILL RD' (1)
Number 008:
705917 (1) ·
884003 (1) ·
884038 (1) ·
884047 (1) ·
884063 (1) ·
884064 (1) ·
884081 (1) ·
884103 (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) ·
'0.3MI W OF CR-507 ' (1) ·
'0.3MI WEST OF CR-507 ' (1) ·
'0.8MI SOUTH OF SR-70 ' (1) ·
'150 FT E of SW 10TH ST ' (1) ·
'1MILE E OF HATTON HWY ' (1) ·
'2.0Mi. S of Malabar Rd NE' (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)
Latitude 016:
Longitude 017:
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) ·
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 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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