Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
12123 (1) ·
12137 (1) ·
12186 (1) ·
12187 (1) ·
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12230 (1) ·
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17854 (1)
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'BRANCH OF MIAMI CANAL ' (1) ·
'CANAL L-20 ' (1) ·
'Conners Canal ' (1) ·
'Deep Creek ' (1) ·
'Dirksen Drive ' (1) ·
'El Rio Canal E-4 ' (1) ·
'GARDEN CANAL ' (1) ·
'HILLSBORO L-14 CANAL ' (1) ·
'I-4 ' (1) ·
'I-4 EB Ramp B ' (1) ·
'I-95 ' (1) ·
'Indian River ' (1) ·
'Indian River Relief ' (1) ·
'Intracoastal Waterway ' (1) ·
'IWW Halifax River ' (1) ·
'IWW Indian River ' (1) ·
'Lake Ashby Canal ' (1) ·
'Lake Washington Road ' (1) ·
'Loxahatchee River ' (1) ·
'Middle Haw Creek ' (1) ·
'Padgett Creek ' (1) ·
'Sawgrass Creek ' (1) ·
'SR-442 ' (1) ·
'SR-518 ' (1) ·
'SR-524 ' (1) ·
'Tide Relief Canal ' (1) ·
'Turkey Creek ' (1) ·
Lake Washington Road (1)
Critical 006b:
Facility 007:
'CAMINO GARDENS BL ' (1) ·
'DUDA ROAD ' (1) ·
'I-4 EB ' (1) ·
'I-4 Ramp ' (1) ·
'I-4 WB ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'MIAMI CANAL ROAD ' (1) ·
'SR-40 ' (1) ·
'SR-415 ' (1) ·
'SR-44 ' (1) ·
'SR-472 EB ' (1) ·
'SR-510(Wabasso Rd)' (1) ·
'SR-518 ' (1) ·
'SR-520 EB ' (1) ·
'SR-656 (17th St.) ' (1) ·
'SR-808 (Glades Rd)' (1) ·
'SR-811 (Alt A-1-A)' (1) ·
'SR-A1A ' (1) ·
'SR91 SB TPK 158.6 ' (1) ·
'US-1 ' (1) ·
'US-192 EB ' (1) ·
I-95 SB (1)
Number 008:
700018 (1) ·
700043 (1) ·
700054 (1) ·
700122 (1) ·
700123 (1) ·
700137 (1) ·
700183 (1) ·
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935206 (1) ·
940058 (1)
Location 009:
'0.1MI E of SW 9TH AVE ' (1) ·
'0.4 Mi. W of SR-A1A ' (1) ·
'1.4 miles east of I-95 ' (1) ·
'1.4MI E OF US-1 ' (1) ·
'2.2MI S OF SR-80 ' (1) ·
'2.53 MI NORTH OF SR-68 ' (1) ·
'A1A on Singer Island ' (1) ·
'ADJ. TO N. SIDE OF SR-880' (1) ·
'City of Jupiter ' (1) ·
'I-4 EB - Padgett Creek ' (1) ·
'I-4 EB Ramp - I-95 ' (1) ·
'I-4 WB - Dirksen Drive ' (1) ·
'I-4 WB - Padgett Creek ' (1) ·
'I-4 WB over I-4 EB Ramp B' (1) ·
'I-95 NB -Lk Washington Rd' (1) ·
'I-95 NB SR-518 ' (1) ·
'I-95 SB - SR-442 ' (1) ·
'I-95 SB - SR-524 ' (1) ·
'SR 520 EB - Indian River ' (1) ·
'SR-40 over Middle Haw Cr.' (1) ·
'SR-415 - Deep Creek ' (1) ·
'SR-415 - Lake Ashby Canal' (1) ·
'SR-44 - Conners Canal ' (1) ·
'SR-44 - Indian River ' (1) ·
'SR-472 EB over I-4 ' (1) ·
'SR-518 - Indian River Rel' (1) ·
'SR-A1A over Halifax River' (1) ·
'US-1 over Turkey Creek ' (1) ·
'US-192EB - Sawgrass Creek' (1) ·
I-95 SB -Lk Washington Rd (1)
Latitude 016:
26201913 (1) ·
26214420 (1) ·
26400360 (1) ·
26401808 (1) ·
26490902 (1) ·
26565506 (1) ·
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29085374 (1) ·
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29092639 (1) ·
29143956 (1)
Longitude 017:
80022456 (1) ·
80052130 (1) ·
80054930 (1) ·
80060914 (1) ·
80221680 (1) ·
80250470 (1) ·
80270308 (1) ·
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80583172 (1) ·
81043623 (1) ·
81044346 (1) ·
81060965 (1) ·
81080270 (1) ·
81133337 (1) ·
81152780 (1) ·
81170430 (1) ·
81170942 (1) ·
81171026 (1)
Owner 022:
Built 027:
Traffic 029:
Traffic Year 030:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058: (Click arrow to add another value)
Superstructure 059:
Substructure 060: (Click arrow to add another value)
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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (1)
Culvert 062:
Inspect Date 090:
Direction 102:
Rebuilt 106:
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 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:
Future Year 115: (Click arrow to add another value)
Clearance 116:
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