Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
Date: (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) ·
'4th St. and Canal D ' (1) ·
'C-52 Canal ' (1) ·
'CANAL ' (1) ·
'COLLIER WATERWAY ' (1) ·
'DITCH NO. 34 ' (1) ·
'DITCH NO. 46 ' (1) ·
'ELKCAM WATERWAY ' (1) ·
'FELLSMERE CANAL ' (1) ·
'I-95 ' (1) ·
'ICWW ' (1) ·
'Indian River ' (1) ·
'Indian River Relief ' (1) ·
'Intracoastal Waterway ' (1) ·
'L-78 Borrow Canal ' (1) ·
'Lateral "B" Canal ' (1) ·
'LATERAL B CANAL ' (1) ·
'LATERAL E DRAIN CANAL ' (1) ·
'LATERAL G CANAL ' (1) ·
'MAIN CANAL ' (1) ·
'MAIN CANAL VERO BEACH ' (1) ·
'Main Relief Canal ' (1) ·
'NORTH RELIEF CANAL ' (1) ·
'OUTFALL SLOUGH ' (1) ·
'PARK LATERAL CANAL ' (1) ·
'RIO MAR BAY ' (1) ·
'South Relief Canal ' (1) ·
'St. Johns Marsh ' (1) ·
'St. Sebastian River ' (1)
Critical 006b:
Facility 007:
'12th Street ' (1) ·
'16TH ST ' (1) ·
'1st St SW ' (1) ·
'20TH AVENUE ' (1) ·
'27TH STREET ' (1) ·
'5th Street ' (1) ·
'BARBER STREET ' (1) ·
'COUNTY RD 507 ' (1) ·
'CR-510 WABASSO RD ' (1) ·
'CR-512 ' (1) ·
'CR-603-IND RIV BLV' (1) ·
'CR-606 Oslo Rd. ' (1) ·
'CR-611 (43 AVE) ' (1) ·
'CR-612 8th Street ' (1) ·
'CR-615 (66TH AVE) ' (1) ·
'CR-632 (65TH ST.) ' (1) ·
'CR5A OLD DIXIE HWY' (1) ·
'EB SR60 ' (1) ·
'Emerson Ave 27th A' (1) ·
'ENGLAR DRIVE ' (1) ·
'NW 27TH AVE. ' (1) ·
'Sebastian Blvd EB ' (1) ·
'Sebastian Blvd WB ' (1) ·
'SR 9 (I-95) ' (1) ·
'SR-510(Wabasso Rd)' (1) ·
'SR-60 ' (1) ·
'SR-60 EB ' (1) ·
'SR-60 Osceola Blvd' (1) ·
'SR-60 WB ' (1) ·
'SR510 Wabasso Road' (1) ·
'SR91 NB TPK 189.1 ' (1) ·
'SR91 SB TPK 189.1 ' (1) ·
'US-1 (SR-5) ' (1) ·
'US-1 (SR-5) NB ' (1) ·
'US-1 (SR-5) SB ' (1) ·
'VETERANS WALK ' (1)
Number 008:
Location 009:
'0.2 MILE WEST OF US-1 ' (1) ·
'0.4Mi. North of SR-60 ' (1) ·
'0.5Mi East of US-1 ' (1) ·
'0.6MI N OF CR-606 ' (1) ·
'0.6Mi. W of SR-A1A ' (1) ·
'0.75 Mile North of SR-60 ' (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) ·
'1.2MI East of US-1 ' (1) ·
'1.4 MI S OF OSCEOLA CNTY ' (1) ·
'1.4MI E OF US-1 ' (1) ·
'1.4MI NORTH OF US-1 ' (1) ·
'10.3Mi. E of SR-91 (TPK) ' (1) ·
'11.6Mi. E of SR-91 (TPK) ' (1) ·
'130ft. S of Aviation Blvd' (1) ·
'150FT N OF JOYHAVEN DR ' (1) ·
'2.0 mi S of SR-60 ' (1) ·
'2.25Mi. W of US-1 ' (1) ·
'2.6 MILES S OF SR-60 ' (1) ·
'2.8 MI East of I-95 ' (1) ·
'2.8MI S OF SR-60 ' (1) ·
'20ft. E of 58th Ave/CR613' (1) ·
'2Mi. West of CR-512 ' (1) ·
'3.7 MILES NORTH OF SR-60 ' (1) ·
'3.75 Miles North of SR-60' (1) ·
'30ft. E of 58th Ave/CR613' (1) ·
'3MI W OF CR-615 ' (1) ·
'4.2MI N OF CR-512 ' (1) ·
'9.2MI N OF SR-60 ' (1) ·
'At 58th Ave ' (1) ·
'At CR-613 - 58th Ave ' (1) ·
'INSIDE RIVERSIDE PARK ' (1) ·
'Oslo Rd. over I-95 ' (1) ·
'SR-60 1.6MILES W. OF A1A ' (1) ·
'SR60 1.6Miles W. of A1A ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
10 (1) ·
10750 (1) ·
13300 (1) ·
1350 (1) ·
1500 (1) ·
16250 (1) ·
1650 (1) ·
1750 (1) ·
19900 (1) ·
2059 (1) ·
22500 (1) ·
23500 (1) ·
2700 (1) ·
2900 (1) ·
3000 (1) ·
3025 (1) ·
3087 (1) ·
31000 (1) ·
33000 (1) ·
3600 (1) ·
3800 (1) ·
4200 (1) ·
43500 (1) ·
5000 (1) ·
5500 (1) ·
6174 (1) ·
650 (1) ·
6600 (1) ·
6900 (1) ·
7300 (1) ·
7600 (1) ·
7800 (1) ·
8400 (1) ·
9900 (1)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058:
Superstructure 059: (Click arrow to add another value)
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) ·
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)
Culvert 062:
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 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) ·
Bridge not over waterway. (1)
Future 114:
10712 (1) ·
1128 (1) ·
11451 (1) ·
11972 (1) ·
12665 (1) ·
13186 (1) ·
13533 (1) ·
14574 (1) ·
17177 (1) ·
1800 (1) ·
18651 (1) ·
20 (1) ·
23076 (1) ·
2342 (1) ·
27000 (1) ·
28194 (1) ·
2863 (1) ·
3036 (1) ·
34526 (1) ·
3572 (1) ·
40772 (1) ·
4685 (1) ·
5032 (1) ·
5205 (1) ·
5356 (1) ·
53785 (1) ·
57255 (1) ·
6246 (1) ·
6593 (1) ·
6940 (1) ·
7287 (1) ·
75472 (1) ·
8675 (1) ·
9543 (1)
Clearance 116:
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