Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- definition (254)
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d: (Click arrow to add another value)
Direction 005e:
Features 006a:
'BESSEY CREEK ' (1) ·
'BRITT CANAL ' (1) ·
'C-51 Canal ' (1) ·
'CANAL ' (1) ·
'CORAL GARDENS OUTFALL ' (1) ·
'Crane Creek ' (1) ·
'Crane Creek Canal L-7 ' (1) ·
'CROOKED CREEK ' (1) ·
'HALF MILE LAKE ' (1) ·
'I-4 ' (1) ·
'I-95 ' (1) ·
'LOXAHATCHEE RIV NW FORK ' (1) ·
'MANATEE POCKET ' (1) ·
'ROEBUCK CREEK ' (1) ·
'ROY'S SWALE ' (1) ·
'SWEETIE SLOUGH ' (1) ·
'WARNER CREEK ' (1) ·
I-95 (1)
Critical 006b:
Facility 007:
'BRITT RD ' (1) ·
'BUCKSKIN TRAIL ' (1) ·
'Dubber Road ' (1) ·
'Fountainhead Blvd.' (1) ·
'Fox Lake Rd. ' (1) ·
'HORSESHOE POINT RD' (1) ·
'HURON WAY ' (1) ·
'ISLAND WAY ' (1) ·
'LOCKS ROAD ' (1) ·
'MURPHY RD ' (1) ·
'NORFOLK BLVD. ' (1) ·
'Orange camp Rd. ' (1) ·
'OUSLEY FARMS ROAD ' (1) ·
'PINE LAKE ROAD ' (1) ·
'SE HARBOR ISLAND ' (1) ·
'SILVER FOX LANE ' (1) ·
'ST LUCIE BLVD ' (1) ·
'STAR ISLAND WAY ' (1) ·
'SW GREENRIDGE LANE' (1) ·
'Tomoka Farms Rd. ' (1) ·
'TROPICALIA AVE. ' (1) ·
Grant Rd. (1) ·
Micco Rd. (1)
Number 008:
700133 (1) ·
700157 (1) ·
700158 (1) ·
705601 (1) ·
705603 (1) ·
790105 (1) ·
790211 (1) ·
890101 (1) ·
890112 (1) ·
894000 (1) ·
894001 (1) ·
894014 (1) ·
894017 (1) ·
894018 (1) ·
894042 (1) ·
894044 (1) ·
894047 (1) ·
894048 (1) ·
894049 (1) ·
894050 (1) ·
894051 (1) ·
894052 (1) ·
934299 (1)
Location 009:
'0.1 mi E of Wickham Road ' (1) ·
'0.1Mi E of ONTARIO DRIVE ' (1) ·
'0.1MI. E of KANNER HWY ' (1) ·
'0.2 Mi E of ANCHOR AVE. ' (1) ·
'0.25 Mi. West of SR-405 ' (1) ·
'0.2Mi E of CR-723 ' (1) ·
'0.2Mi E of GOMEZ AVE. ' (1) ·
'0.3Mi E of GOMEZ AVE. ' (1) ·
'0.4MI NE OF A1A ' (1) ·
'0.4MI NW OF HIGH MEADOW ' (1) ·
'0.5Mi N of PLMBCH CO LINE' (1) ·
'0.5Mi S of SR-710 ' (1) ·
'0.5Mi W of SR-76 ' (1) ·
'0.6MI S of SW96 ST(CR76A)' (1) ·
'0.8Mi S of BRITT ROAD ' (1) ·
'100 ft West of Ruffner Rd' (1) ·
'150ft. W of WILDWOOD DR ' (1) ·
'1Mi W of US-1 ' (1) ·
'At US-441 Southern Blvd ' (1) ·
'Orange camp Rd. over I-4 ' (1) ·
'Tomoka Farms Rd - I-4 ' (1) ·
1.3 Mi. East of CR-507 (1) ·
1.9MI E of Babcock St. (1)
Latitude 016:
26405650 (1) ·
26583556 (1) ·
27023873 (1) ·
27044012 (1) ·
27044356 (1) ·
27044705 (1) ·
27060944 (1) ·
27062187 (1) ·
27084791 (1) ·
27085780 (1) ·
27090600 (1) ·
27091468 (1) ·
27112563 (1) ·
27132091 (1) ·
27134072 (1) ·
27140482 (1) ·
27522524 (1) ·
27552820 (1) ·
28042875 (1) ·
28070604 (1) ·
28350798 (1) ·
28590460 (1) ·
29090830 (1)
Longitude 017:
80075632 (1) ·
80080433 (1) ·
80080562 (1) ·
80112778 (1) ·
80120030 (1) ·
80140376 (1) ·
80142587 (1) ·
80142967 (1) ·
80161911 (1) ·
80162515 (1) ·
80162552 (1) ·
80170170 (1) ·
80170422 (1) ·
80175123 (1) ·
80183914 (1) ·
80310465 (1) ·
80352983 (1) ·
80360839 (1) ·
80373635 (1) ·
80401763 (1) ·
80510496 (1) ·
81045886 (1) ·
81145411 (1)
Owner 022:
Built 027:
Lanes 028a:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Deck 058:
Superstructure 059: (Click arrow to add another value)
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: (Click arrow to add another value)
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 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 23 results in range #1 to #23.
