Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'BRANCH OF MIAMI CANAL ' (1) ·
'C-51 CANAL ' (1) ·
'CANAL L-12 ' (1) ·
'CANAL-17 ' (1) ·
'CR 708 ' (1) ·
'Cypress Creek ' (1) ·
'Drainage Canal ' (1) ·
'Drainage Ditch ' (1) ·
'HILLSBORO CANAL L-14 ' (1) ·
'Intracoastal Waterway ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD L-38 CANAL ' (1) ·
'MANATEE POCKET ' (1) ·
'PERENNIAL CANAL ' (1) ·
'SR 91 TPK ' (1) ·
'SR-91 TPK & BOCA RIO RD.' (1) ·
'SR-91/TPK & BOCA RIO RD.' (1) ·
'SR786 I95 I95 Ramps ' (1) ·
'SW FORK LOXAHATCHEE RVR ' (1)
Critical 006b:
Facility 007:
'CENTRAL BLVD ' (1) ·
'CR708 125.4 ' (1) ·
'FOREST HILL BLVD. ' (1) ·
'HORSESHOE POINT RD' (1) ·
'MIAMI CANAL ROAD ' (1) ·
'MILITARY TRAIL NB ' (1) ·
'MILITARY TRAIL SB ' (1) ·
'NB 1-95 (SR-9) ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'NW 2ND ST ' (1) ·
'Old Dixie Highway ' (1) ·
'PALMETTO PK RD ' (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) ·
'SR-656 (17th St.) ' (1) ·
'SR-80 EB ' (1) ·
'SR-80 WB ' (1) ·
'SR786 WB to SB I95' (1) ·
'Willowood Drive ' (1)
Number 008:
704032 (1) ·
880077 (1) ·
890101 (1) ·
890115 (1) ·
890116 (1) ·
890117 (1) ·
890118 (1) ·
890119 (1) ·
890130 (1) ·
890131 (1) ·
930354 (1) ·
930355 (1) ·
930359 (1) ·
930360 (1) ·
930388 (1) ·
930392 (1) ·
934213 (1) ·
934516 (1) ·
934902 (1) ·
934907 (1) ·
934909 (1) ·
934915 (1) ·
934916 (1) ·
936500 (1)
Location 009:
'.21 E of Minton Rd. ' (1) ·
'0.1 MILE WEST OF I-95 ' (1) ·
'0.2 Mi E of ANCHOR AVE. ' (1) ·
'0.3MI N of SR-706 ' (1) ·
'0.4 Mi. W of SR-A1A ' (1) ·
'0.4 MILE N OF SR-710 ' (1) ·
'0.7MI N of Northlake Blvd' (1) ·
'1 mi. N of Cnty Rd 708 ' (1) ·
'16Mi W of SR-7 ' (1) ·
'1MI N OF CLINT MOORE RD ' (1) ·
'1MI N. of CLINT MOORE RD.' (1) ·
'2.2MI S OF SR-80 ' (1) ·
'2.5 miles North of SR-706' (1) ·
'2MI E of SR-7 US-441 ' (1) ·
'750FT W OF SR-7 (US-441) ' (1) ·
'ADJ W SIDE MILITARY TRAIL' (1) ·
'AT SOUTHERN/FORESTHILINTR' (1) ·
'I 95 SR 786 Interchange ' (1) ·
'NB I-95 over CR 708 ' (1) ·
'SB I-95 over CR 708 ' (1)
Latitude 016:
26210062 (1) ·
26210118 (1) ·
26210226 (1) ·
26252770 (1) ·
26252771 (1) ·
26400360 (1) ·
26405249 (1) ·
26411370 (1) ·
26433147 (1) ·
26433240 (1) ·
26490300 (1) ·
26502600 (1) ·
26535784 (1) ·
26561812 (1) ·
26581961 (1) ·
26582109 (1) ·
27023771 (1) ·
27023878 (1) ·
27023967 (1) ·
27033218 (1) ·
27033286 (1) ·
27084791 (1) ·
27375640 (1) ·
28030000 (1)
Longitude 017:
80045519 (1) ·
80060970 (1) ·
80071862 (1) ·
80071933 (1) ·
80074511 (1) ·
80080218 (1) ·
80101404 (1) ·
80103697 (1) ·
80104046 (1) ·
80112778 (1) ·
80140214 (1) ·
80140445 (1) ·
80141809 (1) ·
80142079 (1) ·
80142214 (1) ·
80144936 (1) ·
80162888 (1) ·
80221680 (1) ·
80265070 (1) ·
80265190 (1) ·
80400400 (1) ·
80401144 (1) ·
80491520 (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 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:
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