Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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Use the filters below to narrow your results.
ObjectID:
County 003: (Click arrow to add another value)
Place 004:
Route 005d:
Features 006a:
'BRANCH OF C-44 CANAL ' (1) ·
'BRANCH OF INDIAN RIVER ' (1) ·
'C-23 CANAL ' (1) ·
'C-44 Intake Canal ' (1) ·
'CANAL ' (1) ·
'CORAL GARDENS OUTFALL ' (1) ·
'CROOKED CREEK ' (1) ·
'CYPRESS CREEK #2 ' (1) ·
'Drainage Canal ' (1) ·
'East Indian River Relief' (1) ·
'EAST TURTLE CREEK ' (1) ·
'Frazier Creek ' (1) ·
'HALF MILE LAKE ' (1) ·
'I-95 (SR 9) ' (1) ·
'LOXAHATCHEE RIVER ' (1) ·
'MANATEE POCKET ' (1) ·
'MAPLE CREEK ' (1) ·
'ORANGE CANAL ' (1) ·
'POPPELTON CREEK ' (1) ·
'ROEBUCK CREEK ' (1) ·
'Rowland Canal ' (1) ·
'ROY'S SWALE ' (1) ·
'S. Fork St. Lucie River ' (1) ·
'Salerno Creek ' (1) ·
'SR 91 TPK ' (1) ·
'SR-76 & St. Lucie Canal ' (1) ·
'SR-91 (FL. TPK.) ' (1) ·
'ST LUCIE CANAL ' (1) ·
'SWEETIE SLOUGH ' (1) ·
'Tidal Canal ' (1) ·
'Troup Indiantown Canal ' (1) ·
'WARNER CREEK ' (1) ·
'West Indian River Relief' (1) ·
'WILLOUGHBY CREEK ' (1)
Critical 006b:
Facility 007:
'BUCKSKIN TRAIL ' (1) ·
'CITRUS BLVD. ' (1) ·
'COUNTY LINE RD ' (1) ·
'CR 76A ' (1) ·
'CR-726 CITRUS BLVD' (1) ·
'CR-76A ' (1) ·
'CR708 125.4 ' (1) ·
'CR714 PALM CITY RD' (1) ·
'CR726 (Citrus Blv)' (1) ·
'CR726(CITRUS BLVD)' (1) ·
'East Island Access' (1) ·
'HORSESHOE POINT RD' (1) ·
'HURON WAY ' (1) ·
'Indian Rvrsd Pk Rd' (1) ·
'ISLAND RD. ' (1) ·
'LOCKS ROAD ' (1) ·
'MAPP RD ' (1) ·
'MURPHY RD ' (1) ·
'NORFOLK BLVD. ' (1) ·
'PINE LAKE ROAD ' (1) ·
'SE Ebbtide Ave. ' (1) ·
'SE HARBOR ISLAND ' (1) ·
'SE ISLAND WAY ROAD' (1) ·
'SE ST LUCIE BLVD ' (1) ·
'SILVER FOX LANE ' (1) ·
'SR-5 (US-1) ' (1) ·
'SR-714 ' (1) ·
'SR-76 ' (1) ·
'SR-76 (Kanner Hwy)' (1) ·
'SR-76(Kanner Hwy )' (1) ·
'SR91 N/S TPK 119.1' (1) ·
'ST LUCIE BLVD ' (1) ·
'STAR ISLAND WAY ' (1) ·
'SW GREENRIDGE LANE' (1) ·
'TROPICALIA AVE. ' (1) ·
'US-441 SR-15 ' (1) ·
'West Farms Road ' (1) ·
'West Island Access' (1)
Number 008:
Location 009:
Latitude 016:
Longitude 017:
80065384 (1) ·
80080433 (1) ·
80080562 (1) ·
80081246 (1) ·
80104223 (1) ·
80111100 (1) ·
80111512 (1) ·
80112778 (1) ·
80115000 (1) ·
80120030 (1) ·
80121176 (1) ·
80125217 (1) ·
80140376 (1) ·
80142214 (1) ·
80142587 (1) ·
80142967 (1) ·
80152053 (1) ·
80152514 (1) ·
80152526 (1) ·
80155436 (1) ·
80161820 (1) ·
80161911 (1) ·
80162515 (1) ·
80162552 (1) ·
80174285 (1) ·
80180707 (1) ·
80181600 (1) ·
80183914 (1) ·
80190839 (1) ·
80221900 (1) ·
80222157 (1) ·
80241142 (1) ·
80244814 (1) ·
80255958 (1) ·
80260193 (1) ·
80263114 (1) ·
80285590 (1) ·
80310465 (1) ·
80370127 (1)
Owner 022:
Built 027:
Traffic 029:
100 (1) ·
1000 (1) ·
115 (1) ·
1200 (1) ·
121 (1) ·
1440 (1) ·
14900 (1) ·
160 (1) ·
17000 (1) ·
1728 (1) ·
1854 (1) ·
190 (1) ·
200 (1) ·
2000 (1) ·
21500 (1) ·
2300 (1) ·
2341 (1) ·
240 (1) ·
2400 (1) ·
24000 (1) ·
2600 (1) ·
3100 (1) ·
3111 (1) ·
3240 (1) ·
3900 (1) ·
400 (1) ·
4000 (1) ·
40500 (1) ·
4100 (1) ·
44400 (1) ·
7161 (1) ·
7630 (1)
Service On 042a:
Service Under 042b:
Kind 043a: (Click arrow to add another value)
Type 043b:
Length 049:
Width 052:
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061:
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: (Click arrow to add another value)
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) ·
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:
12424 (1) ·
13238 (1) ·
1730 (1) ·
180 (1) ·
1800 (1) ·
18500 (1) ·
192 (1) ·
200 (1) ·
240 (1) ·
2500 (1) ·
2776 (1) ·
288 (1) ·
2880 (1) ·
29495 (1) ·
300 (1) ·
3217 (1) ·
330 (1) ·
37302 (1) ·
3990 (1) ·
4062 (1) ·
4164 (1) ·
41640 (1) ·
4338 (1) ·
4500 (1) ·
4511 (1) ·
500 (1) ·
5000 (1) ·
5379 (1) ·
5398 (1) ·
6300 (1) ·
6766 (1) ·
70268 (1) ·
7114 (1) ·
77034 (1)
Clearance 116:
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