Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > Service On 042a:
Highway - Pedestrian 
& Superstructure 059:
Good
& Inspect Date 090:
11-16
& Superstructure 059:
Good
& Inspect Date 090:
11-16 Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
None (1) ·
30975 (1) ·
35550 (1) ·
54175 (1) ·
55385 (1) ·
58625 (1) ·
74625 (1) ·
Boca Raton (1) ·
Boynton Beach (1) ·
Cocoa (1) ·
Delray Beach (1) ·
Fort Pierce (1) ·
Greenacres City (1) ·
Jupiter Island (1) ·
Melbourne (1) ·
Merritt Island (1) ·
New Smyrna Beach (1) ·
Palm Beach Gardens (1) ·
Port Orange (1) ·
Riviera Beach (1) ·
Sebastian (1) ·
Stuart (1)
Route 005d:
Direction 005e:
Features 006a:
'Berrys Canal ' (1) ·
'BIG MUD CREEK ' (1) ·
'BLIND CREEK ' (1) ·
'Boynton Canal C16 ' (1) ·
'C-3 Canal ' (1) ·
'C-51 W.P.B. CANAL ' (1) ·
'CANAL ' (1) ·
'COLLIER WATERWAY ' (1) ·
'CORAL GARDENS OUTFALL ' (1) ·
'Crane Creek Canal L-7 ' (1) ·
'CROOKED CREEK ' (1) ·
'Eau Gallie River ' (1) ·
'Elbow Creek ' (1) ·
'FPL Nuc Plant Intake Cnl' (1) ·
'HALF MILE LAKE ' (1) ·
'Hidden Valley Canal C15 ' (1) ·
'I-4 ' (1) ·
'Indian River ' (1) ·
'Indian River Relief ' (1) ·
'Indian River Relief East' (1) ·
'Intracoastal Waterway ' (1) ·
'KRUEGER CREEK ' (1) ·
'LOXAHATCHEE RIV NW FORK ' (1) ·
'LWDD L-14 Cnl ' (1) ·
'MANATEE POCKET ' (1) ·
'MAPLE CREEK ' (1) ·
'ROEBUCK CREEK ' (1) ·
'SALERNO CREEK ' (1) ·
'Spruce Creek S. Relief ' (1) ·
'SR 91 TPK ' (1) ·
'SR-91 (Fl. Tpk.) ' (1) ·
'Sykes Creek ' (1) ·
'WARNER CREEK ' (1) ·
'WILLOUGHBY CREEK ' (1) ·
Banana River Relief (1) ·
Indian River Relief East (1)
Critical 006b:
Facility 007:
'BUCKSKIN TRAIL ' (1) ·
'CR-A1A(OCEAN BLVD)' (1) ·
'DIXIE HWY (A1A) ' (1) ·
'DNLD RS RD E 112.2' (1) ·
'DNLD RS RD W 112.2' (1) ·
'ENGLAR DRIVE ' (1) ·
'Fountainhead Blvd.' (1) ·
'Haverhill Rd ' (1) ·
'HORSESHOE POINT RD' (1) ·
'HURON WAY ' (1) ·
'INDIAN STREET ' (1) ·
'ISLAND WAY ' (1) ·
'Lake Ida Road ' (1) ·
'LOCKS ROAD ' (1) ·
'MAPP RD ' (1) ·
'NORFOLK BLVD. ' (1) ·
'Orange camp Rd. ' (1) ·
'PINE LAKE ROAD ' (1) ·
'SE Ebbtide Ave. ' (1) ·
'SE HARBOR ISLAND ' (1) ·
'SR A1A ' (1) ·
'SR-404 EB ' (1) ·
'SR-44 ' (1) ·
'SR-472 WB ' (1) ·
'SR-520 ' (1) ·
'SR-714 ' (1) ·
'SR-A1A ' (1) ·
'SR510 Wabasso Road' (1) ·
'ST LUCIE BLVD ' (1) ·
'STAR ISLAND WAY ' (1) ·
'TROPICALIA AVE. ' (1) ·
'US-1 ' (1) ·
'US-1 (SR-5) ' (1) ·
'US-1 SB ' (1) ·
'US-98 SR700 US441 ' (1) ·
'US1(SR5) ' (1) ·
SR-520 (1)
Number 008:
Location 009:
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
10200 (1) ·
1200 (1) ·
12020 (1) ·
121 (1) ·
12600 (1) ·
13250 (1) ·
13300 (1) ·
14500 (1) ·
15300 (1) ·
160 (1) ·
1728 (1) ·
1750 (1) ·
1854 (1) ·
1950 (1) ·
19800 (1) ·
200 (1) ·
2000 (1) ·
23000 (1) ·
24000 (1) ·
26500 (1) ·
2700 (1) ·
3012 (1) ·
31000 (1) ·
3111 (1) ·
3200 (1) ·
3240 (1) ·
400 (1) ·
45360 (1) ·
46500 (1) ·
47500 (1) ·
4800 (1) ·
52000 (1) ·
6000 (1) ·
6761 (1)
Service On 042a: (Click arrow to add another value)
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 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: (Click arrow to add another value)
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:
11730 (1) ·
17697 (1) ·
180 (1) ·
1800 (1) ·
192 (1) ·
20700 (1) ·
20855 (1) ·
2275 (1) ·
22989 (1) ·
23076 (1) ·
240 (1) ·
2500 (1) ·
25158 (1) ·
26546 (1) ·
2776 (1) ·
300 (1) ·
3036 (1) ·
3217 (1) ·
34353 (1) ·
3494 (1) ·
39905 (1) ·
41640 (1) ·
45978 (1) ·
46846 (1) ·
500 (1) ·
53785 (1) ·
5398 (1) ·
5552 (1) ·
6300 (1) ·
7200 (1) ·
78700 (1) ·
80678 (1) ·
82412 (1) ·
8328 (1) ·
90220 (1)
Clearance 116:
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