Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'Boca Inlet ' (1) ·
'C-18 CANAL ' (1) ·
'CANAL ' (1) ·
'Canal L-14 ' (1) ·
'COUNTY LINE CANAL C-23 ' (1) ·
'DANFORTH CREEK ' (1) ·
'DRAINAGE DITCH ' (1) ·
'H-20 CANAL ' (1) ·
'HILLSBORO CANAL L-14 ' (1) ·
'I 95 SR 9 ' (1) ·
'Intracoastal Waterway ' (1) ·
'LOXAHATCHEE RIVER ' (1) ·
'Military Trail ' (1) ·
'PARK LATERAL CANAL ' (1) ·
'SB I-95 To EB 706 ' (1) ·
'Service Rd & Canal ' (1) ·
'SR 91 TPK ' (1) ·
'SR786 I95 I95 Ramps ' (1)
Critical 006b:
Facility 007:
'97 TH STREET ' (1) ·
'A1A ' (1) ·
'Central Blvd ' (1) ·
'Congress Ave. ' (1) ·
'CR-510 WABASSO RD ' (1) ·
'CR708 125.4 ' (1) ·
'DNLD RS RD E 112.2' (1) ·
'DNLD RS RD W 112.2' (1) ·
'ELLISON WILSON RD ' (1) ·
'I 95 SR 9 ' (1) ·
'LEIGHTON FARM AVE ' (1) ·
'NW 2ND ST ' (1) ·
'RANGE LINERD CR609' (1) ·
'SR-401 SB ' (1) ·
'SR-786(PGA BLVD) ' (1) ·
'SR-A1A ' (1) ·
'SR786 WB to SB I95' (1) ·
'SR91 N/S TPK 153.7' (1) ·
'SR91 N/S TPK 154.3' (1) ·
'WB 706 To SB I-95 ' (1)
Number 008:
700030 (1) ·
700031 (1) ·
880044 (1) ·
884003 (1) ·
890119 (1) ·
894038 (1) ·
930060 (1) ·
930163 (1) ·
930356 (1) ·
930360 (1) ·
930375 (1) ·
930376 (1) ·
930378 (1) ·
930379 (1) ·
930381 (1) ·
930388 (1) ·
930419 (1) ·
934131 (1) ·
940026 (1) ·
940045 (1) ·
940064 (1) ·
940110 (1)
Location 009:
'0.1 MILE WEST OF I-95 ' (1) ·
'0.25 mile North of SR 786' (1) ·
'0.51 MI NORTH OF SR-70 ' (1) ·
'0.5Mi South of 6th Ave S ' (1) ·
'0.6MI South of CR-714 ' (1) ·
'1 mile North of SR 786 ' (1) ·
'1.2 mi N Broward Cnty ' (1) ·
'1.2 MI NORTH OF SR-70 ' (1) ·
'1.3MI N OF PGA BLVD ' (1) ·
'1.7 miles North of SR 706' (1) ·
'200' East of US-1(SR-5) ' (1) ·
'3 MI NORTH OF PGA BLVD ' (1) ·
'3.2MI W OF US-1 ' (1) ·
'750FT W OF SR-7 (US-441) ' (1) ·
'AT 141st ST ' (1) ·
'AT MARTIN COUNTY LINE ' (1) ·
'I 95 SR 706 interchange ' (1) ·
'I 95 SR 786 Interchange ' (1) ·
'N.OF PGA BLVD S.JUPITER ' (1) ·
'PGA Blvd 2.3mi. W of TPK.' (1) ·
'SR-401 SB - Barge Canal ' (1)
Latitude 016:
26202096 (1) ·
26360932 (1) ·
26411370 (1) ·
26502431 (1) ·
26502600 (1) ·
26504000 (1) ·
26512802 (1) ·
26515320 (1) ·
26525829 (1) ·
26525885 (1) ·
26555790 (1) ·
26571634 (1) ·
27023878 (1) ·
27091740 (1) ·
27122264 (1) ·
27250685 (1) ·
27253205 (1) ·
27282176 (1) ·
27445538 (1) ·
27461915 (1) ·
28243313 (1) ·
28243314 (1)
Longitude 017:
80034800 (1) ·
80042082 (1) ·
80052230 (1) ·
80060970 (1) ·
80061820 (1) ·
80064901 (1) ·
80075174 (1) ·
80075197 (1) ·
80090390 (1) ·
80095468 (1) ·
80095948 (1) ·
80142214 (1) ·
80180837 (1) ·
80192117 (1) ·
80242270 (1) ·
80244387 (1) ·
80285306 (1) ·
80291224 (1) ·
80365155 (1) ·
80375608 (1) ·
80375690 (1) ·
80401144 (1)
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
Traffic Year 030:
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:
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) ·
Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. (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:
Future Year 115: (Click arrow to add another value)
Clearance 116:
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