Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
13806 (1) ·
15234 (1) ·
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County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'C-51 CANAL ' (1) ·
'CANAL L-12 ' (1) ·
'CANAL-17 ' (1) ·
'CR 708 ' (1) ·
'Cypress Creek ' (1) ·
'DANFORTH CREEK ' (1) ·
'Drainage Canal ' (1) ·
'Header Canal ' (1) ·
'HILLSBORO CANAL L-14 ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 (SR 9) ' (1) ·
'LOXAHATCHEE RIVER ' (1) ·
'LWDD L-38 CANAL ' (1) ·
'Main Relief Canal ' (1) ·
'Military Trail ' (1) ·
'Nova Canal ' (1) ·
'PERENNIAL CANAL ' (1) ·
'SB I-95 To EB 706 ' (1) ·
'Spruce Creek ' (1) ·
'SR 91 TPK ' (1) ·
'SR-421 ' (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:
'34th Avenue ' (1) ·
'Central Blvd ' (1) ·
'CR 76A ' (1) ·
'CR708 125.4 ' (1) ·
'DNLD RS RD E 112.2' (1) ·
'DNLD RS RD W 112.2' (1) ·
'FOREST HILL BLVD. ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 NB ' (1) ·
'LEIGHTON FARM AVE ' (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(EB)' (1) ·
'PALMETTO PK RD(WB)' (1) ·
'PARK COMMERCE BLVD' (1) ·
'SB I-95 (SR 9) ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SR-80 EB ' (1) ·
'SR-80 WB ' (1) ·
'SR786 WB to SB I95' (1) ·
'WB 706 To SB I-95 ' (1) ·
'WB SR 70 ' (1) ·
'Woodcliff Drive ' (1)
Number 008:
790227 (1) ·
790229 (1) ·
795001 (1) ·
885813 (1) ·
890114 (1) ·
890115 (1) ·
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936500 (1) ·
940119 (1)
Location 009:
'0.1 MILE WEST OF I-95 ' (1) ·
'0.25 mile North of SR 786' (1) ·
'0.3 Miles North of SR 60 ' (1) ·
'0.3MI N of SR-706 ' (1) ·
'0.4 MILE N OF SR-710 ' (1) ·
'0.6MI South of CR-714 ' (1) ·
'0.7MI N of Northlake Blvd' (1) ·
'1 mi. N of Cnty Rd 708 ' (1) ·
'1 mile North of SR 786 ' (1) ·
'1.7 miles North of SR 706' (1) ·
'10ft. East of Nova Road ' (1) ·
'16Mi W of SR-7 ' (1) ·
'1MI N OF CLINT MOORE RD ' (1) ·
'1MI N. of CLINT MOORE RD.' (1) ·
'2.5 miles North of SR-706' (1) ·
'2MI E of SR-7 US-441 ' (1) ·
'3 MI NORTH OF PGA BLVD ' (1) ·
'7.0 mi. W of FL Turnpike ' (1) ·
'750FT W OF SR-7 (US-441) ' (1) ·
'AT SOUTHERN/FORESTHILINTR' (1) ·
'CR 76A over I-95 ' (1) ·
'I 95 SR 706 interchange ' (1) ·
'I 95 SR 786 Interchange ' (1) ·
'I-95 NB over Spruce Creek' (1) ·
'I-95 NB over SR-421 ' (1) ·
'N.OF PGA BLVD S.JUPITER ' (1) ·
'NB I-95 over CR 708 ' (1) ·
'SB I-95 over CR 708 ' (1)
Latitude 016:
26210062 (1) ·
26210118 (1) ·
26252770 (1) ·
26252771 (1) ·
26405249 (1) ·
26411370 (1) ·
26433147 (1) ·
26433240 (1) ·
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27091740 (1) ·
27222475 (1) ·
27383371 (1) ·
29052700 (1) ·
29062200 (1) ·
29110190 (1)
Longitude 017:
80045519 (1) ·
80060970 (1) ·
80061820 (1) ·
80064901 (1) ·
80071862 (1) ·
80071933 (1) ·
80075174 (1) ·
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80090390 (1) ·
80095468 (1) ·
80101404 (1) ·
80103697 (1) ·
80104046 (1) ·
80140214 (1) ·
80140445 (1) ·
80141809 (1) ·
80142079 (1) ·
80142214 (1) ·
80144936 (1) ·
80162888 (1) ·
80180837 (1) ·
80190839 (1) ·
80251340 (1) ·
80265070 (1) ·
80265190 (1) ·
80295022 (1) ·
80401144 (1) ·
81011300 (1) ·
81014200 (1) ·
81014689 (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:
Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. (1) ·
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: (Click arrow to add another value)
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 not over waterway. (1)
Future 114:
Clearance 116:
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