Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
- News Link (111)
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- Waterbody (27)
- bridge (13)
- bridge data (1468)
- definition (254)
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'Bulow Creek ' (1) ·
'C-104 CANAL ' (1) ·
'C-18 Canal ' (1) ·
'C-37 Canal ' (1) ·
'CANAL C-104 ' (1) ·
'Canal C-46 ' (1) ·
'CANAL E-1 ' (1) ·
'CANAL E-4 ' (1) ·
'CPB20 CANAL ' (1) ·
'Danforth Creek ' (1) ·
'Drainage Ditch ' (1) ·
'E-3 CANAL ' (1) ·
'El Rio Canal E-4 ' (1) ·
'I-95 ' (1) ·
'Indian River IWW ' (1) ·
'Indian River Relief ' (1) ·
'L.W.D.D. E-4 CANAL ' (1) ·
'LEVEE NO.8 ' (1) ·
'Little Cow Creek ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD E-4 Canal ' (1) ·
'LWDD LATERAL 30 CANAL ' (1) ·
'LWDD LATERAL 32 CANAL ' (1) ·
'M-1 CANAL ' (1) ·
'N RELIEF CANAL ' (1) ·
'PGA Blvd SR 786 ' (1) ·
'RELIEF CANAL ' (1) ·
'RIO MAR BAY ' (1) ·
'Rose Bay Canal ' (1) ·
'Samsula Canal ' (1) ·
'SR 786 PGA Blvd ' (1) ·
'SR-70 (Okeechobee Rd.) ' (1) ·
'SR-91 (FL TURNPIKE) ' (1) ·
'SWEETIE SLOUGH ' (1) ·
'Turkey Creek ' (1) ·
Indian River ICW (1)
Critical 006b:
Facility 007:
Number 008:
Location 009:
'0.19Mi. E of Congress Ave' (1) ·
'0.1MI N OF SANDPIPER AVE.' (1) ·
'0.1MI W OF BAYSHORE BLVD.' (1) ·
'0.2 MI S OF LAKE IDA ROAD' (1) ·
'0.2 mile East of US-1 ' (1) ·
'0.2MI S OF LAKE IDA ROAD ' (1) ·
'0.2MI. W of NW STJAMES DR' (1) ·
'0.3MI E OF CONGRESS BLVD ' (1) ·
'0.3MI W OF ROYAL PALM BL ' (1) ·
'0.3MI W OF RYL PALM BH BL' (1) ·
'0.4 MI W OF CONGRESS AVE ' (1) ·
'0.4MI N OF 49TH ST. ' (1) ·
'0.5MI S of CR 712 ' (1) ·
'0.5MI S of CR-712 ' (1) ·
'0.6 Mile South of SR-442 ' (1) ·
'0.6MI S of SW96 ST(CR76A)' (1) ·
'0.8 MI N OF LAKE IDA ROAD' (1) ·
'0.9 mi E of Old Dixie Hwy' (1) ·
'1.0 mi. S of SR-44 ' (1) ·
'1.3 miles South of SR-44 ' (1) ·
'1.4 miles east of I-95 ' (1) ·
'1.6 miles East of SR-507 ' (1) ·
'100 ft E of Minton Road ' (1) ·
'1mi. east of Jog Rd. ' (1) ·
'1mi. N of North Lake Blvd' (1) ·
'1mi. N of Northlake Blvd.' (1) ·
'2.0Mi. S of Malabar Rd NE' (1) ·
'2.5 mi East of TPK Exit ' (1) ·
'2mi S of SR-68(Orange Av)' (1) ·
'3 Miles West of SR-786 ' (1) ·
'82FT EAST OF SR-7 ' (1) ·
'At Lake Washington Rd ' (1) ·
'AT SR-7 US-441 ' (1) ·
'CR-516 over I-95 ' (1) ·
'INSIDE RIVERSIDE PARK ' (1) ·
'PUMP STA AT 20 MI BEND ' (1) ·
'SR-518 - Indian River Rel' (1) ·
'US-192 WB-Indian River ' (1) ·
SR-518 over Indian River (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
10 (1) ·
100 (1) ·
1000 (1) ·
1040 (1) ·
1050 (1) ·
1120 (1) ·
120 (1) ·
1200 (1) ·
1711 (1) ·
17750 (1) ·
18000 (1) ·
18500 (1) ·
21500 (1) ·
25170 (1) ·
2880 (1) ·
29000 (1) ·
29307 (1) ·
33000 (1) ·
35500 (1) ·
3767 (1) ·
39000 (1) ·
43 (1) ·
4689 (1) ·
50 (1) ·
500 (1) ·
50000 (1) ·
5850 (1) ·
594 (1) ·
5975 (1) ·
600 (1) ·
605 (1) ·
7150 (1) ·
7473 (1) ·
75 (1) ·
8000 (1) ·
85750 (1)
Service On 042a:
Service Under 042b:
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 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: (Click arrow to add another value)
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 assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles by assessment, 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 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)
Future 114:
10000 (1) ·
10150 (1) ·
1050 (1) ·
12405 (1) ·
12966 (1) ·
1350 (1) ·
148776 (1) ·
1735 (1) ·
20 (1) ·
200 (1) ·
2070 (1) ·
2082 (1) ·
21600 (1) ·
30796 (1) ·
31462 (1) ·
32098 (1) ·
3470 (1) ·
3600 (1) ·
37303 (1) ·
50 (1) ·
50315 (1) ·
50848 (1) ·
52 (1) ·
5420 (1) ·
57255 (1) ·
600 (1) ·
61592 (1) ·
6408 (1) ·
67665 (1) ·
6812 (1) ·
719 (1) ·
720 (1) ·
850 (1) ·
86750 (1) ·
91 (1)
Clearance 116:
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