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:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'11th St. Canal ' (1) ·
'Canal 29 (5 mile creek) ' (1) ·
'FTPK & S Macedo Blvd. ' (1) ·
'Lateral C Canal ' (1) ·
'Lateral H Canal ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD E-4 Canal ' (1) ·
'M CANAL ' (1) ·
'Palmetto Park Road ' (1) ·
'SR 794 Yamato Rd ' (1) ·
'SR 804 BOYNTON BCH BLVD ' (1) ·
'SR-40 ' (1) ·
'SR-514 ' (1) ·
'SR-70 (Okeechobee Rd.) ' (1) ·
'Stub Canal & S.F.R.C. ' (1) ·
'TEN MILE CREEK ' (1) ·
'US-192 ' (1) ·
'WPB Canal (C-51) ' (1) ·
Addison Canal (1) ·
Wickham Road (1)
Critical 006b:
Facility 007:
'53rd Street ' (1) ·
'Crosstown Parkway ' (1) ·
'EB US 98 SR 80 ' (1) ·
'Forest Hill Blvd. ' (1) ·
'HAVERHILL ROAD ' (1) ·
'I 95 NB ' (1) ·
'I 95 SB ' (1) ·
'I-95 ' (1) ·
'Oslo Rd (CR-606) ' (1) ·
'Quantum Blvd. ' (1) ·
'SB SR-9 ( I-95) ' (1) ·
'SR 68 (Orange Ave)' (1) ·
'SR91 N/S TPK 152.5' (1) ·
'SR91 N/S TPK 86.95' (1) ·
'US-1 ' (1) ·
'W. CAMINO REAL ' (1) ·
'WB US 98 SR 80 ' (1) ·
I-95 (1)
Number 008:
700202 (1) ·
700209 (1) ·
700222 (1) ·
700229 (1) ·
790013 (1) ·
790193 (1) ·
884076 (1) ·
884083 (1) ·
930188 (1) ·
930189 (1) ·
930201 (1) ·
930428 (1) ·
930446 (1) ·
930461 (1) ·
930524 (1) ·
934256 (1) ·
934406 (1) ·
936375 (1) ·
940072 (1) ·
940101 (1) ·
940152 (1) ·
944018 (1)
Location 009:
'0.19Mi. E of Congress Ave' (1) ·
'0.1Mi. E of Bayshore Blvd' (1) ·
'0.5 MI SOUTH OF SR-70 ' (1) ·
'0.7Mi S OF CR-702/45TH ST' (1) ·
'1 mi. east I-95 on SR 68 ' (1) ·
'1.6 Miles East of 58th Av' (1) ·
'2mi S of SR-68(Orange Av)' (1) ·
'6.2 MILES SOUTH OF SR-802' (1) ·
'At CR-611 - 43rd Ave ' (1) ·
'AT SR-809 / WCAMINOREA ' (1) ·
'Boca Raton ' (1) ·
'I-95 - SR-514 ' (1) ·
'I-95 over SR-40 ' (1) ·
'I-95 over US-192 ' (1) ·
'Just North of Exit 48 ' (1) ·
'Just South of Exit 48 ' (1) ·
'Just west of I-95 ' (1) ·
'SR 80/ I-95 interchange ' (1) ·
'US-1 over 11th Canal ' (1) ·
I-95 over Addison Canal (1) ·
I-95 over Wickham Road (1)
Latitude 016:
26203879 (1) ·
26210275 (1) ·
26234000 (1) ·
26234020 (1) ·
26314099 (1) ·
26325650 (1) ·
26391800 (1) ·
26403390 (1) ·
26403485 (1) ·
26450216 (1) ·
27174425 (1) ·
27240944 (1) ·
27245841 (1) ·
27265100 (1) ·
27351435 (1) ·
27412300 (1) ·
27595475 (1) ·
28044400 (1) ·
28134900 (1) ·
28314000 (1) ·
29144436 (1) ·
29152514 (1)
Longitude 017:
80041535 (1) ·
80041600 (1) ·
80051020 (1) ·
80053485 (1) ·
80053615 (1) ·
80070375 (1) ·
80070500 (1) ·
80074489 (1) ·
80102132 (1) ·
80221334 (1) ·
80222800 (1) ·
80231922 (1) ·
80235220 (1) ·
80251400 (1) ·
80254958 (1) ·
80374985 (1) ·
80422199 (1) ·
80430700 (1) ·
80510650 (1) ·
81022971 (1) ·
81065740 (1)
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052: (Click arrow to add another value)
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061:
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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (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:
1000 (1) ·
111908 (1) ·
114510 (1) ·
117980 (1) ·
118848 (1) ·
157018 (1) ·
157712 (1) ·
177838 (1) ·
18391 (1) ·
27066 (1) ·
27150 (1) ·
29842 (1) ·
3600 (1) ·
42508 (1) ·
45110 (1) ·
49014 (1) ·
50848 (1) ·
63328 (1) ·
69920 (1) ·
82412 (1)
Clearance 116:
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