Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- definition (254)
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ObjectID:
County 003:
Place 004:
None (1) ·
55380 (1) ·
55385 (1) ·
58725 (1) ·
Belle Glade (1) ·
Boca Raton (1) ·
Boynton Beach (1) ·
Delray Beach (1) ·
Fort Pierce (1) ·
Malabar (1) ·
Melbourne (1) ·
Melbourne Village (1) ·
Merritt Island (1) ·
Palm Beach Gardens (1) ·
Palm Shores (1) ·
Tequesta village (1) ·
Titusville (1) ·
Vero Beach (1) ·
West Palm Beach (1)
Route 005d:
Direction 005e:
Features 006a:
'Banana River Drive ' (1) ·
'BOYNTON CANAL ' (1) ·
'C-104 CANAL ' (1) ·
'C-51 Canal ' (1) ·
'CANAL C-104 ' (1) ·
'CANAL C-108 ' (1) ·
'CANAL E-14 ' (1) ·
'CANAL E-84 ' (1) ·
'E-2W Canal ' (1) ·
'El Rio Canal (E-4) ' (1) ·
'FLORIDA TURNPIKE ' (1) ·
'Hidden Valley Canal C15 ' (1) ·
'Indian River Relief East' (1) ·
'Indian River West Relief' (1) ·
'L-12 Canal ' (1) ·
'L-38 CANAL ' (1) ·
'Lake Washington Road ' (1) ·
'LITTLE MUD CREEK ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD L-30 CANAL ' (1) ·
'M CANAL ' (1) ·
'Miami Canal L-25 ' (1) ·
'N Fork Loxahatchee River' (1) ·
'NORTH CANAL ' (1) ·
'Sebastian Canal ' (1) ·
'SFWMD C-15 CANAL ' (1) ·
'SR 882 Forest Hill Blvd ' (1) ·
'SR 91 TPK(FT PIERCE INT)' (1) ·
'SR-3 ' (1) ·
'US-192 ' (1) ·
Addison Canal (1) ·
Lake Washington Road (1)
Critical 006b:
Facility 007:
Number 008:
Location 009:
'.2MI S of LINDELL BLVD ' (1) ·
'0.2MI N OF NW BAYSHORE BL' (1) ·
'0.2MI S OF N MACEDO BLVD.' (1) ·
'0.4MI N OF SR-60 ' (1) ·
'0.4MI. N OF SR-60 ' (1) ·
'0.5MI S of CR 712 ' (1) ·
'0.5MI S of CR-712 ' (1) ·
'0.5Mi S of PAAR DRIVE ' (1) ·
'0.7MI N OF BOYNTON BH BL ' (1) ·
'0.7Mi S OF CR-702/45TH ST' (1) ·
'0.7MI Wof SW DARWIN BLVD.' (1) ·
'1.2MI. W of US-1 ' (1) ·
'1.5MI W OF MILITARY TRAIL' (1) ·
'1.9Mi S of WOOLBRIGHT ' (1) ·
'1MI S OF LINTON BLVD ' (1) ·
'1MI S. OF LINTON BLVD ' (1) ·
'2.55 Miles East of SR-3 ' (1) ·
'4.0 MI NW OF US-441 ' (1) ·
'8 mi South of Malabar Rd ' (1) ·
'ADJ W SIDE MILITARY TRAIL' (1) ·
'At John Stretch Park ' (1) ·
'AT SR-809 / WCAMINOREA ' (1) ·
'Atlantic Ave./Fl. Tpk. ' (1) ·
'Benoist Farms Rd at SR-80' (1) ·
'E Congress Ave. & W I-95 ' (1) ·
'FT PIERCE INTERCHANGE ' (1) ·
'I-95 / SR 882 ' (1) ·
'I-95 NB -Lk Washington Rd' (1) ·
'I-95 over US-192 ' (1) ·
'No. City Line Boca Raton ' (1) ·
'NORTH OF BLIND CREEK ' (1) ·
'SR-404 EB - Indian River ' (1) ·
'SR-404 EB -Indian Riv Rel' (1) ·
'SR-404 WB - Indian River ' (1) ·
'SR-404 WB-Indian River ' (1) ·
'SR-528 EB over SR-3 ' (1) ·
'SR-528 WB over SR-3 ' (1) ·
I-95 over Addison Canal (1) ·
I-95 SB -Lk Washington Rd (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
100 (1) ·
10000 (1) ·
10600 (1) ·
110 (1) ·
11700 (1) ·
120 (1) ·
12250 (1) ·
15250 (1) ·
15500 (1) ·
220 (1) ·
22000 (1) ·
226000 (1) ·
23000 (1) ·
24000 (1) ·
2600 (1) ·
26000 (1) ·
27000 (1) ·
2993 (1) ·
3000 (1) ·
31000 (1) ·
33000 (1) ·
36500 (1) ·
41250 (1) ·
4800 (1) ·
49000 (1) ·
57500 (1) ·
600 (1) ·
68500 (1) ·
6960 (1) ·
7500 (1) ·
8100 (1)
Service On 042a:
Service Under 042b:
Kind 043a: (Click arrow to add another value)
Type 043b:
Length 049: (Click arrow to add another value)
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:
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 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)
Future 114:
118848 (1) ·
13012 (1) ·
14054 (1) ·
150 (1) ·
15000 (1) ·
174 (1) ·
18391 (1) ·
20300 (1) ·
21254 (1) ·
250 (1) ·
26459 (1) ·
26893 (1) ·
32400 (1) ·
3460 (1) ·
3470 (1) ·
3500 (1) ·
38170 (1) ·
392110 (1) ·
39905 (1) ·
4000 (1) ·
41640 (1) ·
4511 (1) ·
45110 (1) ·
53785 (1) ·
57255 (1) ·
63328 (1) ·
71569 (1) ·
8328 (1) ·
8352 (1) ·
850 (1) ·
85015 (1) ·
99763 (1)
Clearance 116:
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