Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
12126 (1) ·
12180 (1) ·
12257 (1) ·
15179 (1) ·
15181 (1) ·
15580 (1) ·
15686 (1) ·
15805 (1) ·
15851 (1) ·
15882 (1) ·
15883 (1) ·
15884 (1) ·
15892 (1) ·
15896 (1) ·
15915 (1) ·
15916 (1) ·
15926 (1) ·
16105 (1) ·
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16114 (1) ·
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17883 (1) ·
19371 (1) ·
19372 (1) ·
19546 (1)
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'Banana River Drive ' (1) ·
'BOYNTON CANAL ' (1) ·
'C-104 CANAL ' (1) ·
'CANAL C-104 ' (1) ·
'CANAL C-108 ' (1) ·
'CANAL E-14 ' (1) ·
'CANAL-17 ' (1) ·
'E-2W Canal ' (1) ·
'El Rio Canal (E-4) ' (1) ·
'L-38 CANAL ' (1) ·
'LITTLE MUD CREEK ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD L-30 CANAL ' (1) ·
'M CANAL ' (1) ·
'NORTH CANAL ' (1) ·
'Sebastian Canal ' (1) ·
Addison Canal (1)
Critical 006b:
Facility 007:
'Babcock Street ' (1) ·
'DUNN ROAD ' (1) ·
'E/B Atlantic Ave. ' (1) ·
'HAVERHILL ROAD ' (1) ·
'INDIAN RIV BLVD NB' (1) ·
'INDIAN RIV BLVD SB' (1) ·
'JEANNE AVE ' (1) ·
'JOG RD NB ' (1) ·
'JOG ROAD (SB) ' (1) ·
'JOG ROAD NB ' (1) ·
'JOG ROAD SB ' (1) ·
'JORGENSEN RD ' (1) ·
'Old Dixie Highway ' (1) ·
'PALMETTO PK RD ' (1) ·
'SELVITZ RD. ' (1) ·
'SELVITZ ROAD ' (1) ·
'SR 794 (Yamato Rd)' (1) ·
'SR A1A ' (1) ·
'SR-528 ' (1) ·
'SR-528 WB ' (1) ·
'SW 18th STREET EB ' (1) ·
'SW 18TH STREET WB ' (1) ·
'W. CAMINO REAL ' (1) ·
'W/B Atlantic Ave ' (1) ·
I-95 (1)
Number 008:
700026 (1) ·
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Location 009:
'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) ·
'0.7MI N OF BOYNTON BH BL ' (1) ·
'0.7MI N of Northlake Blvd' (1) ·
'0.7Mi S OF CR-702/45TH ST' (1) ·
'0.7MI Wof SW DARWIN BLVD.' (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) ·
'8 mi South of Malabar Rd ' (1) ·
'ADJ W SIDE MILITARY TRAIL' (1) ·
'AT SR-809 / WCAMINOREA ' (1) ·
'Atlantic Ave./Fl. Tpk. ' (1) ·
'E Congress Ave. & W I-95 ' (1) ·
'NORTH OF BLIND CREEK ' (1) ·
I-95 over Addison Canal (1)
Latitude 016:
26195472 (1) ·
26195525 (1) ·
26203879 (1) ·
26210226 (1) ·
26233940 (1) ·
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28241877 (1) ·
28314000 (1)
Longitude 017:
80045519 (1) ·
80055515 (1) ·
80070375 (1) ·
80074380 (1) ·
80074383 (1) ·
80074489 (1) ·
80074511 (1) ·
80084773 (1) ·
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80213056 (1) ·
80214554 (1) ·
80215355 (1) ·
80215969 (1) ·
80220192 (1) ·
80230306 (1) ·
80230357 (1) ·
80372083 (1) ·
80394904 (1) ·
80394909 (1) ·
80510650 (1)
Owner 022:
Built 027:
Traffic 029:
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 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 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:
Clearance 116:
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