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:
Direction 005e:
Features 006a:
'BRANCH OF MIAMI CANAL ' (1) ·
'C-52 Canal ' (1) ·
'Cabana Colony Circle ' (1) ·
'CR 702 45th Street ' (1) ·
'Drainage Ditch ' (1) ·
'E-3 CANAL ' (1) ·
'Florida Turnpike (SR-91)' (1) ·
'FTPK & S Macedo Blvd. ' (1) ·
'I-4 ' (1) ·
'I-95 ' (1) ·
'Intracoastal Waterway ' (1) ·
'L-78 Borrow Canal ' (1) ·
'Lake Worth Util Outfall ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'MANATEE POCKET ' (1) ·
'Padgett Branch Marsh ' (1) ·
'Palm Beach Lakes Blvd. ' (1) ·
'SR 708 (Blue Heron Blvd)' (1) ·
'St. Sebastian River ' (1)
Critical 006b:
Facility 007:
'6 Ave S to NB I-95' (1) ·
'Becker Rd. ' (1) ·
'Cassadaga Road ' (1) ·
'Crosstown Parkway ' (1) ·
'EB Lake Worth Rd. ' (1) ·
'HORSESHOE POINT RD' (1) ·
'I 95 SR 9 ' (1) ·
'I 95 SR 9 SB ' (1) ·
'MIAMI CANAL ROAD ' (1) ·
'PALMETTO PK RD ' (1) ·
'Prosperity Farms R' (1) ·
'Sebastian Blvd EB ' (1) ·
'Sebastian Blvd WB ' (1) ·
'SR-60 EB ' (1) ·
'SR-60 WB ' (1) ·
'SR-656 (17th St.) ' (1) ·
'Viera Blvd EB ' (1) ·
'Viera Blvd WB ' (1) ·
'Willowood Drive ' (1)
Number 008:
704032 (1) ·
704097 (1) ·
704098 (1) ·
790210 (1) ·
880077 (1) ·
880090 (1) ·
880096 (1) ·
880098 (1) ·
880099 (1) ·
884078 (1) ·
884079 (1) ·
890101 (1) ·
930329 (1) ·
930511 (1) ·
930519 (1) ·
930520 (1) ·
930530 (1) ·
934178 (1) ·
934516 (1) ·
934902 (1) ·
941001 (1) ·
944018 (1)
Location 009:
'.21 E of Minton Rd. ' (1) ·
'0.1Mi. E of Bayshore Blvd' (1) ·
'0.2 Mi E of ANCHOR AVE. ' (1) ·
'0.3 Mi. W of SE Bosko Dr ' (1) ·
'0.4 Mi. W of SR-A1A ' (1) ·
'0.8Mi. N of PGA Blvd. ' (1) ·
'1 Mile East of Jog Rd. ' (1) ·
'1 mile North of SR 704 ' (1) ·
'10.3Mi. E of SR-91 (TPK) ' (1) ·
'2.2MI S OF SR-80 ' (1) ·
'2.8 MI East of I-95 ' (1) ·
'2Mi West of CR-512 ' (1) ·
'6.4Mi. E of SR-91 (TPK) ' (1) ·
'ADJ W SIDE MILITARY TRAIL' (1) ·
'At Exit 74 ' (1) ·
'At Exit 76 ' (1) ·
'Cassadaga Road over I-4 ' (1) ·
'NE Quad I 95 6th Ave S ' (1) ·
'Viera Blvd EB over I-95 ' (1) ·
'Viera Blvd WB over I-95 ' (1)
Latitude 016:
26210226 (1) ·
26363990 (1) ·
26370804 (1) ·
26400360 (1) ·
26430765 (1) ·
26453240 (1) ·
26465960 (1) ·
26512009 (1) ·
27084791 (1) ·
27123412 (1) ·
27174425 (1) ·
27375640 (1) ·
27382633 (1) ·
27383040 (1) ·
27395790 (1) ·
27395850 (1) ·
27461012 (1) ·
27461070 (1) ·
28030000 (1) ·
28155940 (1) ·
28160000 (1) ·
28575858 (1)
Longitude 017:
80040610 (1) ·
80041860 (1) ·
80052285 (1) ·
80052810 (1) ·
80055680 (1) ·
80074511 (1) ·
80074852 (1) ·
80112778 (1) ·
80200100 (1) ·
80221334 (1) ·
80221680 (1) ·
80302066 (1) ·
80302110 (1) ·
80400400 (1) ·
80403783 (1) ·
80434440 (1) ·
80434460 (1) ·
80443870 (1) ·
80475710 (1) ·
80475780 (1) ·
80491520 (1) ·
81151506 (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 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 22 results in range #1 to #22.
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