Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- bridge data (1468)
- definition (254)
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Features 006a:
'BRANCH OF MIAMI CANAL ' (1) ·
'C-3 Canal ' (1) ·
'C-51 Canal ' (1) ·
'Drainage Ditch ' (1) ·
'EB SR80 & C-51 Canal ' (1) ·
'Fla. Turnpike & 2 canals' (1) ·
'G-370 East Inflow Canal ' (1) ·
'G-370 West Inflow Canal ' (1) ·
'George King Blvd ' (1) ·
'Goat Creek ' (1) ·
'Intracoastal Waterway ' (1) ·
'Lake Ida Canal E-4 ' (1) ·
'Lateral B Canal ' (1) ·
'LWDD E-3 Canal ' (1) ·
'LWDD L30 Canal ' (1) ·
'MANATEE POCKET ' (1) ·
'US 98-SR 80-WPB Canal ' (1) ·
'US-17-92 -St Johns River' (1)
Critical 006b:
Facility 007:
'12th Street ' (1) ·
'CR-606 Oslo Rd ' (1) ·
'EBSR80 to SBSR807 ' (1) ·
'Gateway Blvd. ' (1) ·
'Hagen Ranch Road ' (1) ·
'HORSESHOE POINT RD' (1) ·
'I 95 SR 9 ' (1) ·
'I-4 WB ' (1) ·
'Lake Ida Road ' (1) ·
'MIAMI CANAL ROAD ' (1) ·
'NB SR 807 ' (1) ·
'NBSR807 to EBSR80 ' (1) ·
'PALMETTO PK RD ' (1) ·
'SB SR 807 ' (1) ·
'SR-656 (17th St.) ' (1) ·
'SR-91TPK NBSB 97.4' (1) ·
'SR-A1A NB ' (1) ·
'US-1 NB ' (1) ·
'US-1 SB ' (1) ·
'US-27 (SR-25) NB ' (1) ·
'US-27 (SR-25) SB ' (1) ·
'WB Forest Hill Bld' (1) ·
'Willowood Drive ' (1)
Number 008:
700204 (1) ·
700205 (1) ·
700211 (1) ·
704032 (1) ·
790196 (1) ·
880077 (1) ·
884071 (1) ·
884075 (1) ·
890101 (1) ·
930472 (1) ·
930474 (1) ·
930475 (1) ·
930490 (1) ·
930512 (1) ·
930513 (1) ·
930514 (1) ·
930532 (1) ·
931004 (1) ·
934363 (1) ·
934516 (1) ·
934902 (1) ·
934958 (1) ·
934963 (1)
Location 009:
'.21 E of Minton Rd. ' (1) ·
'0.2 Mi E of ANCHOR AVE. ' (1) ·
'0.4 Mi. W of SR-A1A ' (1) ·
'0.5MI W of SR-809 Mil Trl' (1) ·
'1.7 miles east of SR 7 ' (1) ·
'1Mi E of CR809/Military T' (1) ·
'2.0 Miles N of SR-806 ' (1) ·
'2.2MI S OF SR-80 ' (1) ·
'2.7 miles N of SR 806 ' (1) ·
'4.3 MI NORTH OF SR-802 ' (1) ·
'5 mi. N Broward Co. line ' (1) ·
'ADJ W SIDE MILITARY TRAIL' (1) ·
'At CR-613 ' (1) ·
'At CR-613 - 58th Ave ' (1) ·
'I-4WB-US-17-92 St Johns R' (1) ·
'SE quadrant PB Int Airprt' (1) ·
'SE quadrant PB Int Airpt ' (1) ·
'SR-A1A - George King Blvd' (1) ·
'US-1 NB over Goat Creek ' (1) ·
'US-1 SB over Goat Creek ' (1)
Latitude 016:
26210226 (1) ·
26234852 (1) ·
26234905 (1) ·
26282306 (1) ·
26290179 (1) ·
26295890 (1) ·
26325823 (1) ·
26390300 (1) ·
26400360 (1) ·
26403445 (1) ·
26403485 (1) ·
26403501 (1) ·
26403530 (1) ·
26404472 (1) ·
27084791 (1) ·
27351498 (1) ·
27372705 (1) ·
27375640 (1) ·
27580607 (1) ·
27580636 (1) ·
28030000 (1) ·
28241322 (1) ·
28500808 (1)
Longitude 017:
80044365 (1) ·
80045890 (1) ·
80045945 (1) ·
80045990 (1) ·
80051470 (1) ·
80062196 (1) ·
80074511 (1) ·
80075116 (1) ·
80094882 (1) ·
80095982 (1) ·
80102700 (1) ·
80112778 (1) ·
80221680 (1) ·
80264806 (1) ·
80264934 (1) ·
80323926 (1) ·
80324008 (1) ·
80350835 (1) ·
80350917 (1) ·
80370688 (1) ·
80400400 (1) ·
80491520 (1) ·
81191063 (1)
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058:
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 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 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:
Clearance 116:
Showing below up to 23 results in range #1 to #23.
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