Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
- News Link (111)
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- Waterbody (27)
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- bridge data (1468)
- definition (254)
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Direction 005e:
Features 006a:
'4th St. and Canal D ' (1) ·
'90th Ave. ' (1) ·
'BRANCH OF MIAMI CANAL ' (1) ·
'CANAL ' (1) ·
'CANAL E-106 ' (1) ·
'CR 512 (Fellsmere Rd.) ' (1) ·
'Drainage Canal ' (1) ·
'E-3 Canal ' (1) ·
'EL RIO CANAL ' (1) ·
'I 95 SR 9 ' (1) ·
'LAKE IDA CANAL ' (1) ·
'LATERAL A CANAL ' (1) ·
'Lateral A Canal ' (1) ·
'LATERAL CANAL ' (1) ·
'N CANAL ' (1) ·
'PARK LATERAL CANAL ' (1) ·
'Range Line Canal ' (1) ·
'SR 60 ' (1) ·
'TEN MILE CREEK ' (1)
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) ·
'GORDY ROAD ' (1) ·
'HIGHLAND GOLF CRSE' (1) ·
'I-95 ' (1) ·
'ISLAND DRIVE ' (1) ·
'MIAMI CANAL ROAD ' (1) ·
'SR 812 Lantana Rd ' (1) ·
'SR 9 (I-95) ' (1) ·
'SW 22ND WAY ' (1) ·
'VANDEGRIFT-WILL RD' (1) ·
'West Atlantic Ave.' (1)
Number 008:
880069 (1) ·
880100 (1) ·
880101 (1) ·
880102 (1) ·
880105 (1) ·
884003 (1) ·
884038 (1) ·
884047 (1) ·
884063 (1) ·
884064 (1) ·
884081 (1) ·
884103 (1) ·
930240 (1) ·
930276 (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) ·
'1/2 mile W of SR-809 ' (1) ·
'150 FT E of SW 10TH ST ' (1) ·
'1MILE E OF HATTON HWY ' (1) ·
'2.0 mi S of SR-60 ' (1) ·
'2.2MI S OF SR-80 ' (1) ·
'3.8Mi S of Brevard Cty L ' (1) ·
'33FT E OF CR-611 43RD AVE' (1) ·
'4.9 Miles North of SR-60 ' (1) ·
'AT 141st ST ' (1) ·
'At 74th Avenue ' (1) ·
'AT CR-615 (66TH AVE.) ' (1) ·
'At CR-615 (66th Ave) ' (1) ·
'I-95 over SR-60 ' (1) ·
'Lantana I 95 Interchange ' (1)
Latitude 016:
26270705 (1) ·
26272749 (1) ·
26281369 (1) ·
26302557 (1) ·
26351400 (1) ·
26400360 (1) ·
26442375 (1) ·
27124842 (1) ·
27241068 (1) ·
27335447 (1) ·
27363540 (1) ·
27364168 (1) ·
27375400 (1) ·
27382038 (1) ·
27405750 (1) ·
27421622 (1) ·
27422555 (1) ·
27460370 (1) ·
27461915 (1) ·
27464527 (1) ·
27473810 (1)
Longitude 017:
80033398 (1) ·
80040850 (1) ·
80044341 (1) ·
80054787 (1) ·
80075082 (1) ·
80213453 (1) ·
80235669 (1) ·
80255073 (1) ·
80274430 (1) ·
80274550 (1) ·
80284500 (1) ·
80304170 (1) ·
80304412 (1) ·
80310299 (1) ·
80321756 (1) ·
80323057 (1) ·
80330480 (1) ·
80365044 (1) ·
80365155 (1) ·
80365186 (1) ·
80491520 (1)
Owner 022:
Built 027:
Traffic 029: (Click arrow to add another value)
Service On 042a:
Service Under 042b: (Click arrow to add another value)
Kind 043a:
Type 043b:
Length 049:
Width 052:
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) ·
N/A (1) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (1)
Culvert 062:
Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. (1) ·
N/A (1)
Inspect Date 090:
Direction 102:
Deck Type 107:
Scour 113:
Bridge foundations (including piles) on dry land well above flood water elevations. (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) ·
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:
Showing below up to 21 results in range #1 to #21.
