Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
- News Link (111)
- Organization (18)
- Waterbody (27)
- bridge (13)
- bridge data (1468)
- definition (254)
- fips (487)
- repository (98)
- timeline (19)
- weblink (123)
Use the filters below to narrow your results.
ObjectID:
Status: (Click arrow to add another value)
County 003: (Click arrow to add another value)
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'14TH STREET CANAL ' (1) ·
'CANAL ' (1) ·
'COLLIER WATERWAY ' (1) ·
'DITCH NO. 34 ' (1) ·
'DITCH NO. 46 ' (1) ·
'ICWW ' (1) ·
'Indian River ' (1) ·
'Indian River Relief ' (1) ·
'Intracoastal Waterway ' (1) ·
'IRRIGATION DITCH #4 ' (1) ·
'JOANN CANAL ' (1) ·
'LATERAL A CANAL ' (1) ·
'LATERAL A CANAL ' (1) ·
'LATERAL C CANAL ' (1) ·
'LATERAL CANAL C ' (1) ·
'LATERAL CANAL D ' (1) ·
'LATERAL CANAL A ' (1) ·
'LATERAL CANAL D ' (1) ·
'LATERAL G CANAL ' (1) ·
'MAIN CANAL ' (1) ·
'MAIN CANAL VERO BEACH ' (1) ·
'N RELIEF CANAL ' (1) ·
'NORTH RELIEF CANAL ' (1) ·
'PARK LATERAL CANAL ' (1) ·
'RANGE LINE CANAL ' (1) ·
'RELIEF CANAL ' (1) ·
'SEBASTIAN RIVER PRONG ' (1) ·
'South Relief Canal ' (1)
Critical 006b:
Facility 007:
'101ST STREET ' (1) ·
'20TH AVENUE ' (1) ·
'26TH STREET ' (1) ·
'4TH STREET ' (1) ·
'53RD STREET ' (1) ·
'65TH ST. ' (1) ·
'74TH AVE. ' (1) ·
'8TH ST. CR-612 ' (1) ·
'90TH AVE ' (1) ·
'CARTER RD. ' (1) ·
'COUNTRY CLUB DRIVE' (1) ·
'CR 613 (58TH AVE) ' (1) ·
'CR-505 ROSELAND RD' (1) ·
'CR-508 (69TH ST.) ' (1) ·
'CR-510 WABASSO RD ' (1) ·
'CR-512 ' (1) ·
'CR-603-IND RIV BLV' (1) ·
'CR-611 (43 AVE) ' (1) ·
'CR-615 (66TH AVE) ' (1) ·
'CR-619 82ND AVE. ' (1) ·
'CR-632 (65TH ST.) ' (1) ·
'CR5A OLD DIXIE HWY' (1) ·
'Emerson Ave 27th A' (1) ·
'ENGLAR DRIVE ' (1) ·
'SR-510 Wabasso Rd ' (1) ·
'SR-510(Wabasso Rd)' (1) ·
'SR-60 ' (1) ·
'SR-60 Osceola Blvd' (1) ·
'SR-656 (17th St.) ' (1) ·
'SR510 Wabasso Road' (1) ·
'US-1 (SR-5) ' (1)
Number 008:
Location 009:
'0.3MI W OF CR-507 ' (1) ·
'0.4 Mi. W of SR-A1A ' (1) ·
'0.4MI N OF 49TH ST. ' (1) ·
'0.5Mi East of US-1 ' (1) ·
'0.6MI N OF CR-606 ' (1) ·
'0.6Mi. W of SR-A1A ' (1) ·
'0.7 MILE NORTH OF SR-60 ' (1) ·
'0.75 Mile North of SR-60 ' (1) ·
'0.7Mi East of US-1 ' (1) ·
'0.8MI E OF 58TH AVE. ' (1) ·
'0.9MI N OF CR-630 ' (1) ·
'0.9MI W OF SCHUMANN RD ' (1) ·
'1 MI N OF SR-60 ' (1) ·
'1.1MI N OF SR-60 ' (1) ·
'1.1MI Wof CR-615(66th St)' (1) ·
'1.2MI East of US-1 ' (1) ·
'1.4MI E OF US-1 ' (1) ·
'1.4MI NORTH OF US-1 ' (1) ·
'1.7MI N OF CR-512 ' (1) ·
'1MI W OF CR-615 ' (1) ·
'1MI NORTH OF SR-60 ' (1) ·
'2.25Mi. W of US-1 ' (1) ·
'2.4MI S OF SR-60@90TH AVE' (1) ·
'2.6 MILES S OF SR-60 ' (1) ·
'2.6MI N OF SR-60 ' (1) ·
'2.8MI S OF SR-60 ' (1) ·
'25FT. EAST OF 66TH AVE. ' (1) ·
'3.2MI W OF US-1 ' (1) ·
'3.6 Miles West Of US-1 ' (1) ·
'3.7 MILES NORTH OF SR-60 ' (1) ·
'3MI W OF CR-615 ' (1) ·
'50FT. S OF 30TH STREET ' (1) ·
'AT 4TH STREET ' (1) ·
'AT 74TH AVE. ' (1) ·
'AT CR-615 - 66TH AVE ' (1) ·
'AT CR-615 (66TH AVE.) ' (1) ·
'CR-615 (66TH AVE.) ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
10 (1) ·
1000 (1) ·
101 (1) ·
13300 (1) ·
134 (1) ·
1350 (1) ·
1650 (1) ·
1750 (1) ·
19400 (1) ·
19900 (1) ·
22500 (1) ·
2300 (1) ·
23500 (1) ·
260 (1) ·
280 (1) ·
33000 (1) ·
3600 (1) ·
400 (1) ·
428 (1) ·
5500 (1) ·
600 (1) ·
650 (1) ·
6600 (1) ·
7300 (1) ·
7400 (1) ·
7473 (1) ·
7800 (1) ·
800 (1) ·
950 (1) ·
9900 (1)
Service On 042a:
Service Under 042b:
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 being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. (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)
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: (Click arrow to add another value)
Rebuilt 106:
Deck Type 107:
Scour 113:
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 is scour critical; bridge foundations determined to be unstable for assessed or calculated scour conditions: Scour within limits of footing or piles. Scour below spread-footing base or pile tips. (1)
Future 114:
1041 (1) ·
1128 (1) ·
11451 (1) ·
12 (1) ·
1250 (1) ·
126 (1) ·
12665 (1) ·
12839 (1) ·
12966 (1) ·
13533 (1) ·
1388 (1) ·
1647 (1) ·
17177 (1) ·
1980 (1) ·
23076 (1) ·
232 (1) ·
2342 (1) ·
27000 (1) ·
2863 (1) ·
3036 (1) ·
325 (1) ·
33659 (1) ·
34526 (1) ·
350 (1) ·
3990 (1) ·
3991 (1) ·
40772 (1) ·
4320 (1) ·
535 (1) ·
57255 (1) ·
694 (1) ·
9543 (1)
Clearance 116:
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