Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
12258 (1) ·
13666 (1) ·
13715 (1) ·
13813 (1) ·
15156 (1) ·
15224 (1) ·
15278 (1) ·
15670 (1) ·
15679 (1) ·
15872 (1) ·
15875 (1) ·
15878 (1) ·
15884 (1) ·
16065 (1) ·
16066 (1) ·
16070 (1) ·
16071 (1) ·
16072 (1) ·
16073 (1) ·
16077 (1) ·
16078 (1) ·
16079 (1) ·
16080 (1) ·
16104 (1) ·
17860 (1) ·
17893 (1)
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'BOYNTON CANAL C-16 ' (1) ·
'BRANCH OF MIAMI CANAL ' (1) ·
'Canal ' (1) ·
'CANAL C-24 ' (1) ·
'CR 709 & FECRR ' (1) ·
'Drainage Ditch ' (1) ·
'E-3 CANAL ' (1) ·
'Galiano Rd & C-24 Canal ' (1) ·
'Galiano Rd. & C-24 Canal' (1) ·
'Gatlin Blvd ' (1) ·
'Intracoastal Waterway ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'MANATEE POCKET ' (1) ·
'MAPLE CREEK ' (1) ·
'Misner Branch ' (1) ·
'SFC CANAL NO 1 ' (1) ·
'SR-507 ' (1) ·
'SR-91 (FL TPK) ' (1) ·
'Ten Mile Creek ' (1) ·
'Tomoka River ' (1)
Critical 006b:
Facility 007:
'CONGRESS AVE ' (1) ·
'EB Lake Worth Rd. ' (1) ·
'HORSESHOE POINT RD' (1) ·
'Main Trail ' (1) ·
'MAPP RD ' (1) ·
'MIAMI CANAL ROAD ' (1) ·
'NB I-95 (SR 9) ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'PALMETTO PK RD ' (1) ·
'Pinehurst Ave N ' (1) ·
'SB I-95 (SR 9) ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SOUTH BEND BLVD. ' (1) ·
'SR-507 ' (1) ·
'SR-656 (17th St.) ' (1) ·
'US-92 ' (1) ·
'US-92 WB ' (1) ·
'W LAKE RD CR-717 ' (1) ·
'WB PGA Blvd. ' (1) ·
'Willowood Drive ' (1)
Number 008:
700186 (1) ·
704032 (1) ·
704045 (1) ·
790021 (1) ·
790114 (1) ·
796000 (1) ·
880077 (1) ·
890101 (1) ·
894033 (1) ·
930329 (1) ·
930349 (1) ·
934491 (1) ·
934505 (1) ·
934516 (1) ·
934902 (1) ·
940108 (1) ·
940109 (1) ·
940113 (1) ·
940114 (1) ·
940115 (1) ·
940116 (1) ·
940122 (1) ·
940123 (1) ·
940126 (1) ·
940127 (1) ·
945251 (1)
Location 009:
'.21 E of Minton Rd. ' (1) ·
'.5 miles South of SR-70 ' (1) ·
'.75 Mile South Midway Rd.' (1) ·
'0.2 Mi E of ANCHOR AVE. ' (1) ·
'0.2MI S OF FLORESTA DR ' (1) ·
'0.4 Mi W of I-95 ' (1) ·
'0.4 Mi. W of SR-A1A ' (1) ·
'0.8 Mile West of Nova Rd ' (1) ·
'0.8Mi NORTH OF CR-804 ' (1) ·
'0.9 mi N of Wickham Rd ' (1) ·
'1 Mile East of Jog Rd. ' (1) ·
'1.5 Mi. S of SR-70 ' (1) ·
'1.8MI W OF SR-15 ' (1) ·
'1.9MI S of CR-714 ' (1) ·
'1000'W of SR5 & E ofSR811' (1) ·
'2 mi. N of Gatlin Blvd. ' (1) ·
'2.2MI S OF SR-80 ' (1) ·
'4.3 m N of Martin Co Line' (1) ·
'ADJ W SIDE MILITARY TRAIL' (1) ·
'SR-507 over Crane Creek ' (1) ·
'US-92 WB-Tomoka River ' (1)
Latitude 016:
26210226 (1) ·
26322160 (1) ·
26370804 (1) ·
26400360 (1) ·
26420225 (1) ·
26504098 (1) ·
27080035 (1) ·
27084791 (1) ·
27154364 (1) ·
27155060 (1) ·
27155288 (1) ·
27171853 (1) ·
27172347 (1) ·
27211679 (1) ·
27211974 (1) ·
27234232 (1) ·
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27240492 (1) ·
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27375640 (1) ·
28030000 (1) ·
28040738 (1) ·
28143333 (1) ·
29095111 (1) ·
29095910 (1) ·
29165358 (1)
Longitude 017:
80035722 (1) ·
80052654 (1) ·
80074511 (1) ·
80074852 (1) ·
80112778 (1) ·
80161820 (1) ·
80200930 (1) ·
80221680 (1) ·
80231981 (1) ·
80232174 (1) ·
80233923 (1) ·
80234014 (1) ·
80244973 (1) ·
80245174 (1) ·
80251481 (1) ·
80251602 (1) ·
80251811 (1) ·
80252110 (1) ·
80371675 (1) ·
80400400 (1) ·
80411355 (1) ·
80413808 (1) ·
80491520 (1) ·
81051588 (1) ·
81052672 (1) ·
81054109 (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:
Channel 061:
Culvert 062:
Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. (1) ·
N/A (1)
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 26 results in range #1 to #26.
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