Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
12274 (1) ·
15234 (1) ·
15235 (1) ·
15236 (1) ·
15237 (1) ·
15238 (1) ·
15239 (1) ·
15269 (1) ·
15274 (1) ·
15683 (1) ·
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15699 (1) ·
15709 (1) ·
15726 (1) ·
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15888 (1) ·
15890 (1) ·
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15895 (1) ·
16074 (1) ·
19370 (1) ·
19530 (1)
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'C-23 CANAL ' (1) ·
'C-51 CANAL ' (1) ·
'CANAL L-12 ' (1) ·
'CANAL-17 ' (1) ·
'CR 708 ' (1) ·
'Crane Creek Canal L-7 ' (1) ·
'Cypress Creek ' (1) ·
'Header Canal ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 (SR 9) ' (1) ·
'LOXAHATCHEE RIVER ' (1) ·
'LWDD L-38 CANAL ' (1) ·
'Military Trail ' (1) ·
'PERENNIAL CANAL ' (1) ·
'SB I-95 To EB 706 ' (1) ·
'SR 91 TPK ' (1) ·
'SR-91 TPK & BOCA RIO RD.' (1) ·
'SR-91/TPK & BOCA RIO RD.' (1) ·
'SW FORK LOXAHATCHEE RVR ' (1)
Critical 006b:
Facility 007:
'Central Blvd ' (1) ·
'CR 76A ' (1) ·
'CR708 125.4 ' (1) ·
'DNLD RS RD E 112.2' (1) ·
'DNLD RS RD W 112.2' (1) ·
'FOREST HILL BLVD. ' (1) ·
'Fountainhead Blvd.' (1) ·
'I 95 SR 9 ' (1) ·
'MILITARY TRAIL NB ' (1) ·
'MILITARY TRAIL SB ' (1) ·
'MURPHY RD ' (1) ·
'NB 1-95 (SR-9) ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'Old Dixie Highway ' (1) ·
'PALMETTO PK RD(EB)' (1) ·
'PALMETTO PK RD(WB)' (1) ·
'PARK COMMERCE BLVD' (1) ·
'SB I-95 (SR 9) ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SE ISLAND WAY ROAD' (1) ·
'SR-80 EB ' (1) ·
'SR-80 WB ' (1) ·
'WB 706 To SB I-95 ' (1) ·
'WB SR 70 ' (1)
Number 008:
705603 (1) ·
890114 (1) ·
890115 (1) ·
890116 (1) ·
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936500 (1) ·
940119 (1)
Location 009:
'0.1 mi E of Wickham Road ' (1) ·
'0.1 MILE WEST OF I-95 ' (1) ·
'0.25 mile North of SR 786' (1) ·
'0.2MI E of LOXAHATCHEE RD' (1) ·
'0.3MI N of SR-706 ' (1) ·
'0.4 MILE N OF SR-710 ' (1) ·
'0.7MI N of Northlake Blvd' (1) ·
'1 mile North of SR 786 ' (1) ·
'1.1MI NW OF HIGH MEADOW ' (1) ·
'1.7 miles North of SR 706' (1) ·
'16Mi W of SR-7 ' (1) ·
'1MI N OF CLINT MOORE RD ' (1) ·
'1MI N. of CLINT MOORE RD.' (1) ·
'2.5 miles North of SR-706' (1) ·
'2MI E of SR-7 US-441 ' (1) ·
'3 MI NORTH OF PGA BLVD ' (1) ·
'7.0 mi. W of FL Turnpike ' (1) ·
'AT SOUTHERN/FORESTHILINTR' (1) ·
'CR 76A over I-95 ' (1) ·
'I 95 SR 706 interchange ' (1) ·
'N.OF PGA BLVD S.JUPITER ' (1) ·
'NB I-95 over CR 708 ' (1) ·
'SB I-95 over CR 708 ' (1)
Latitude 016:
26210062 (1) ·
26210118 (1) ·
26252770 (1) ·
26252771 (1) ·
26405249 (1) ·
26433147 (1) ·
26433240 (1) ·
26490300 (1) ·
26504000 (1) ·
26512802 (1) ·
26525829 (1) ·
26525885 (1) ·
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26571634 (1) ·
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26582109 (1) ·
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27023771 (1) ·
27023878 (1) ·
27023967 (1) ·
27073546 (1) ·
27120310 (1) ·
27222475 (1) ·
28070604 (1)
Longitude 017:
80045519 (1) ·
80061820 (1) ·
80064901 (1) ·
80071862 (1) ·
80071933 (1) ·
80075174 (1) ·
80075197 (1) ·
80080218 (1) ·
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80090390 (1) ·
80095468 (1) ·
80101404 (1) ·
80103697 (1) ·
80104046 (1) ·
80140214 (1) ·
80140445 (1) ·
80142214 (1) ·
80144936 (1) ·
80162888 (1) ·
80174285 (1) ·
80190839 (1) ·
80265070 (1) ·
80265190 (1) ·
80295022 (1) ·
80401763 (1)
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a: (Click arrow to add another value)
Type 043b:
Length 049:
Width 052:
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)
Culvert 062:
Inspect Date 090:
Direction 102:
Deck Type 107:
Scour 113:
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) ·
Bridge with "unknown" foundation that has not been evaluated for scour. Until risk can be determined, a plan of action should be developed and implemented to reduce the risk to users from abridge failure during and immediately after a flood event. (1)
Future 114:
Clearance 116:
Showing below up to 26 results in range #1 to #26.
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