Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
- News Link (111)
- Organization (18)
- Waterbody (27)
- bridge (13)
- bridge data (1468)
- definition (254)
- fips (487)
- repository (98)
- timeline (19)
- weblink (123)
Use the filters below to narrow your results.
ObjectID:
County 003: (Click arrow to add another value)
Place 004:
Direction 005e:
Features 006a:
'BESSEY CREEK ' (1) ·
'BRITT CANAL ' (1) ·
'CANAL ' (1) ·
'CORAL GARDENS OUTFALL ' (1) ·
'COUNTY LINE CANAL C-23 ' (1) ·
'CR 708 ' (1) ·
'CROOKED CREEK ' (1) ·
'HALF MILE LAKE ' (1) ·
'LOXAHATCHEE RIV NW FORK ' (1) ·
'MANATEE POCKET ' (1) ·
'Okeechobee Waterway ' (1) ·
'ORANGE CANAL ' (1) ·
'ROEBUCK CREEK ' (1) ·
'ROY'S SWALE ' (1) ·
'SR-91 (Fl. Tpk.) ' (1) ·
'SR-91 (Fla's. Turnpike) ' (1) ·
'SR-91 (Fla's.Turnpike) ' (1) ·
'SWEETIE SLOUGH ' (1) ·
'WARNER CREEK ' (1)
Critical 006b:
Facility 007:
'BRITT RD ' (1) ·
'BUCKSKIN TRAIL ' (1) ·
'CR-714 Indian St. ' (1) ·
'CR-726 CITRUS BLVD' (1) ·
'HORSESHOE POINT RD' (1) ·
'HURON WAY ' (1) ·
'ISLAND WAY ' (1) ·
'LOCKS ROAD ' (1) ·
'MURPHY RD ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'NORFOLK BLVD. ' (1) ·
'PINE LAKE ROAD ' (1) ·
'SB I-95 (SR 9) ' (1) ·
'SB I-95 (SR-9 ) ' (1) ·
'SE HARBOR ISLAND ' (1) ·
'SILVER FOX LANE ' (1) ·
'SR-714 ' (1) ·
'SR91 N/S TPK 138.1' (1) ·
'ST LUCIE BLVD ' (1) ·
'STAR ISLAND WAY ' (1) ·
'SW GREENRIDGE LANE' (1) ·
'TROPICALIA AVE. ' (1)
Number 008:
890083 (1) ·
890101 (1) ·
890112 (1) ·
890117 (1) ·
890118 (1) ·
890121 (1) ·
890122 (1) ·
890159 (1) ·
894000 (1) ·
894001 (1) ·
894014 (1) ·
894017 (1) ·
894018 (1) ·
894029 (1) ·
894042 (1) ·
894044 (1) ·
894047 (1) ·
894048 (1) ·
894049 (1) ·
894050 (1) ·
894051 (1) ·
894052 (1) ·
894062 (1)
Location 009:
'0.1 MI West of SR-76 ' (1) ·
'0.1Mi E of ONTARIO DRIVE ' (1) ·
'0.1MI. E of KANNER HWY ' (1) ·
'0.2 Mi E of ANCHOR AVE. ' (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) ·
'1.5 Mi N/O SW Kanner Hwy ' (1) ·
'1.5 N of SW KANNER HWY ' (1) ·
'150ft. W of WILDWOOD DR ' (1) ·
'1Mi W of US-1 ' (1) ·
'3.4MI NORTH OF SR-714 ' (1) ·
'5.8Mi. E of SR-710 ' (1) ·
'NB I-95 over CR 708 ' (1) ·
'SB I-95 over CR 708 ' (1) ·
'Turnpike at Stuart exit. ' (1)
Latitude 016:
26583556 (1) ·
27023771 (1) ·
27023873 (1) ·
27023967 (1) ·
27024321 (1) ·
27044012 (1) ·
27044356 (1) ·
27044705 (1) ·
27060944 (1) ·
27062187 (1) ·
27072925 (1) ·
27073032 (1) ·
27084791 (1) ·
27085780 (1) ·
27090600 (1) ·
27091468 (1) ·
27093370 (1) ·
27094100 (1) ·
27112563 (1) ·
27121998 (1) ·
27132091 (1) ·
27134072 (1) ·
27140482 (1)
Longitude 017:
80075632 (1) ·
80080433 (1) ·
80080562 (1) ·
80112778 (1) ·
80120030 (1) ·
80140214 (1) ·
80140376 (1) ·
80140445 (1) ·
80142587 (1) ·
80142967 (1) ·
80151390 (1) ·
80161911 (1) ·
80162515 (1) ·
80162552 (1) ·
80164549 (1) ·
80164845 (1) ·
80170422 (1) ·
80175123 (1) ·
80181600 (1) ·
80183914 (1) ·
80195431 (1) ·
80222157 (1) ·
80310465 (1)
Owner 022:
Built 027:
Traffic 029:
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:
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:
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:
Clearance 116:
Showing below up to 23 results in range #1 to #23.
