Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > Place 004:
Vero Beach 
& Service On 042a:
Highway - Pedestrian
& Service Under 042b:
Other
& Service On 042a:
Highway - Pedestrian
& Service Under 042b:
Other Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004: (Click arrow to add another value)
Route 005d:
Direction 005e:
Features 006a:
Critical 006b:
Facility 007:
'12th Street ' (1) ·
'13th Street SW ' (1) ·
'16TH ST ' (1) ·
'16th St/College Ln' (1) ·
'1st St SW ' (1) ·
'20TH AVENUE ' (1) ·
'26TH STREET ' (1) ·
'27th Street ' (1) ·
'4th Street ' (1) ·
'5th Street ' (1) ·
'Bay Drive ' (1) ·
'COUNTRY CLUB DRIVE' (1) ·
'CR-606 Oslo Rd ' (1) ·
'CR-611 43RD AVE. ' (1) ·
'CR-612 8th Street ' (1) ·
'CR-613 (58TH AVE.)' (1) ·
'Emerson Ave 27th A' (1) ·
'NW 27TH AVE. ' (1) ·
'River Drive ' (1) ·
'SR-60 ' (1) ·
'SR-60 Osceola Blvd' (1) ·
'US-1 (SR-5) ' (1) ·
'VETERANS WALK ' (1)
Number 008:
880030 (1) ·
880085 (1) ·
880087 (1) ·
880088 (1) ·
884053 (1) ·
884056 (1) ·
884061 (1) ·
884062 (1) ·
884065 (1) ·
884066 (1) ·
884069 (1) ·
884071 (1) ·
884072 (1) ·
884073 (1) ·
884074 (1) ·
884075 (1) ·
884077 (1) ·
884084 (1) ·
884105 (1) ·
885808 (1) ·
885810 (1) ·
885811 (1) ·
885812 (1)
Location 009:
'0.1 Mile West of A1A ' (1) ·
'0.3MI S OF SR-60 ' (1) ·
'0.4Mi. North of SR-60 ' (1) ·
'0.6Mi. W of SR-A1A ' (1) ·
'0.75 Mile North of SR-60 ' (1) ·
'100Ft. South of Bay Drive' (1) ·
'130ft. S of Aviation Blvd' (1) ·
'2.25Mi. W of US-1 ' (1) ·
'2.6 MILES S OF SR-60 ' (1) ·
'2.8MI S OF SR-60 ' (1) ·
'20ft. E of 58th Ave/CR613' (1) ·
'250ft North of SR-60 ' (1) ·
'30ft. E of 58th Ave/CR613' (1) ·
'50FT. S OF 30TH STREET ' (1) ·
'At 58th Ave ' (1) ·
'At CR-613 ' (1) ·
'At CR-613 - 58th Ave ' (1) ·
'At CR-613 (58th Ave.) ' (1) ·
'AT CR-615 - 66TH AVE ' (1) ·
'INSIDE RIVERSIDE PARK ' (1) ·
'Inter 66th Ave/College Ln' (1)
Latitude 016:
27344850 (1) ·
27351498 (1) ·
27354128 (1) ·
27355287 (1) ·
27355685 (1) ·
27360764 (1) ·
27363390 (1) ·
27370020 (1) ·
27372705 (1) ·
27375405 (1) ·
27375420 (1) ·
27380220 (1) ·
27381900 (1) ·
27382201 (1) ·
27382700 (1) ·
27382938 (1) ·
27384120 (1) ·
27384653 (1) ·
27385110 (1) ·
27385354 (1) ·
27385744 (1) ·
27385877 (1) ·
27390707 (1)
Longitude 017:
80214090 (1) ·
80214400 (1) ·
80220390 (1) ·
80225301 (1) ·
80232401 (1) ·
80240150 (1) ·
80242065 (1) ·
80242120 (1) ·
80244948 (1) ·
80245043 (1) ·
80254872 (1) ·
80255800 (1) ·
80264781 (1) ·
80264806 (1) ·
80264839 (1) ·
80264867 (1) ·
80264868 (1) ·
80264892 (1) ·
80264917 (1) ·
80264934 (1) ·
80264970 (1) ·
80274670 (1) ·
80274700 (1)
Owner 022:
Built 027:
Traffic 029:
Service On 042a: (Click arrow to add another value)
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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (1)
Culvert 062:
N/A (1) ·
Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. (1)
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)
Future 114:
Clearance 116:
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