Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
12184 (1) ·
19232 (1) ·
19242 (1) ·
19376 (1) ·
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County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'Burns Road ' (1) ·
'Canal 29 (5 mile creek) ' (1) ·
'HAULOVER CANAL ' (1) ·
'Holly Drive ' (1) ·
'I 95 SR 9 ' (1) ·
'Intracoastal Waterway ' (1) ·
'Jog Rd. & Turn Arounds ' (1) ·
'Kyoto Gardens Dr ' (1) ·
'Lake Ida Road ' (1) ·
'Mercer Ave and CSX RR ' (1) ·
'Okeechobee Waterway ' (1) ·
'Ramps A&G/BelvedereRd/RR' (1) ·
'RCA Center Dr & FEC R/R ' (1) ·
'S. R. 7 & Return Ramps ' (1) ·
'Service Rd & Canal ' (1) ·
'SR 806 (Atlantic Ave.) ' (1) ·
'SR 806 W Atlantic Avenue' (1) ·
'SR 809 (Military Trail) ' (1) ·
'SR 811 & FEC RR ' (1) ·
'ST LUCIE CANAL ' (1) ·
'Stub Canal & S.F.R.C. ' (1) ·
'SW 10th St. Lowson Blvd ' (1) ·
INDIAN RIVER (1)
Critical 006b:
Facility 007:
'COURTENAY PARKWAY ' (1) ·
'CR-714 Indian St. ' (1) ·
'E/B S.R. 704 ' (1) ·
'EB SR 786 ' (1) ·
'EB US 98 SR 80 ' (1) ·
'I 95 SR 9 NB ' (1) ·
'I 95 SR 9 SB ' (1) ·
'I-95 (SR 9) ' (1) ·
'NB I 95 SR 9 ' (1) ·
'NB I-95 (S.R.9) ' (1) ·
'NB I-95 (SR 9) ' (1) ·
'SB I 95 Off Ramp ' (1) ·
'SB I 95 SR 9 ' (1) ·
'SB I-95 (SR 9) ' (1) ·
'SB I-95 to PBIA ' (1) ·
'SR 68 (Orange Ave)' (1) ·
'SR 80-Southern Bvd' (1) ·
'SR 80/Southern Bld' (1) ·
'SR 80/Southern Bvd' (1) ·
'SR 811 to SB I 95 ' (1) ·
'SR 811 to SB I-95 ' (1) ·
'SR-401 NB ' (1) ·
'SR-91 TPK NB 131.0' (1) ·
'W/B S.R. 704 ' (1) ·
'WB SR 786 ' (1) ·
'WB US 98 SR 80 ' (1) ·
NASA CAUSEWAY EB (1) ·
NASA CAUSEWAY WB (1)
Number 008:
700117 (1) ·
703001 (1) ·
703002 (1) ·
703004 (1) ·
891000 (1) ·
894062 (1) ·
930459 (1) ·
930461 (1) ·
930462 (1) ·
930481 (1) ·
930488 (1) ·
930489 (1) ·
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930525 (1) ·
930526 (1) ·
930527 (1) ·
930539 (1) ·
940152 (1)
Location 009:
'0.1 MI West of SR-76 ' (1) ·
'0.25 mi N of Belvedere Rd' (1) ·
'1 mi. east I-95 on SR 68 ' (1) ·
'1st overpass east of I-95' (1) ·
'2 miles west of Turnpike ' (1) ·
'3.7 MI S. OF STUART INT. ' (1) ·
'8.6 MILES SOUTH OF US 1 ' (1) ·
'Between N Lake/PGA Blvds ' (1) ·
'Between N Lake/PGA Blvds.' (1) ·
'Between SRA1A&SR80 Cswys.' (1) ·
'E Congress Ave & N SR 806' (1) ·
'E Congress Ave & S SR 806' (1) ·
'East Tpk & West SR 809 ' (1) ·
'I 95 Over Lowson Blvd ' (1) ·
'I-95 SR 806 interchange ' (1) ·
'I-95/SR 806 interchange ' (1) ·
'NW quad SR811/786 intchge' (1) ·
'PBIA/I-95 Interchange ' (1) ·
'SB Ramp to WPB Airport ' (1) ·
'SR 80 / I-95 Interchange ' (1) ·
'SR 80/ I-95 interchange ' (1) ·
'SR-401 NB - Barge Canal ' (1) ·
'SW quadrant PB Int Airprt' (1) ·
KENNEDY SPACE CENTER (1)
Latitude 016:
26264870 (1) ·
26274100 (1) ·
26274200 (1) ·
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27093370 (1) ·
27265100 (1) ·
28243318 (1) ·
28313826 (1) ·
28313884 (1) ·
28441095 (1)
Longitude 017:
80024000 (1) ·
80025300 (1) ·
80035422 (1) ·
80040535 (1) ·
80040575 (1) ·
80041000 (1) ·
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80222800 (1) ·
80375518 (1) ·
80451679 (1) ·
80454983 (1)
Owner 022:
Built 027:
Traffic 029:
101541 (1) ·
104500 (1) ·
114500 (1) ·
12750 (1) ·
13500 (1) ·
15600 (1) ·
171500 (1) ·
18700 (1) ·
22200 (1) ·
28250 (1) ·
38250 (1) ·
5800 (1) ·
5900 (1) ·
6500 (1) ·
6700 (1) ·
675 (1) ·
70815 (1) ·
72500 (1) ·
79000 (1) ·
85750 (1)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (1)
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 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:
None (1) ·
10063 (1) ·
10236 (1) ·
122864 (1) ·
125788 (1) ·
137065 (1) ·
148776 (1) ·
176174 (1) ·
181308 (1) ·
198658 (1) ·
22121 (1) ·
23422 (1) ·
27066 (1) ·
297552 (1) ·
32445 (1) ·
38517 (1) ·
49014 (1) ·
66364 (1)
Clearance 116: (Click arrow to add another value)
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