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:
Features 006a:
'C-15 Canal ' (1) ·
'C-44 Intake Canal ' (1) ·
'CANAL ' (1) ·
'COUNTY LINE CANAL C-23 ' (1) ·
'I-95 (SR-9) ' (1) ·
'Lake Worth Creek Canal ' (1) ·
'Lake Worth Util Outfall ' (1) ·
'MAIN CANAL ' (1) ·
'MANATEE POCKET ' (1) ·
'MOORES CREEK ' (1) ·
'NORTH CANAL ' (1) ·
'NORTH FORK ST LUCIE RVR ' (1) ·
'RELIEF CANAL ' (1) ·
'Relief E.of North Bridge' (1) ·
'SB I-95 To EB 706 ' (1) ·
'SR 706 & I-95/SR706 Ramp' (1) ·
'SR 706 To NB I 95 ' (1) ·
'SR 91 TPK ' (1) ·
'SR 91 TPK(FT PIERCE INT)' (1) ·
'ST LUCIE CANAL ' (1)
Critical 006b:
Facility 007:
'6 Ave S to NB I-95' (1) ·
'CR-510 WABASSO RD ' (1) ·
'CR-712 (MIDWAY RD)' (1) ·
'CR-76A ' (1) ·
'CR726 (Citrus Blv)' (1) ·
'EB SR60 ' (1) ·
'GRANDVIEW WAY ' (1) ·
'HOOD RD 110.944 ' (1) ·
'HORSESHOE POINT RD' (1) ·
'INDIAN RIV BLVD NB' (1) ·
'INDIAN RIV BLVD SB' (1) ·
'INDIAN RIVER DRIVE' (1) ·
'NB SR 5 (US-1) ' (1) ·
'RANGE LINERD CR609' (1) ·
'SB I 95 to Cong Av' (1) ·
'SB I-95 to 6 Ave S' (1) ·
'SR-60 WB ' (1) ·
'SR-A1A ' (1) ·
'SR91 SB TPK 152.9 ' (1) ·
'WB 706 To SB I-95 ' (1) ·
'WB SR706 to SB 95 ' (1) ·
'WB SR706 to SB I95' (1)
Number 008:
880047 (1) ·
884057 (1) ·
884058 (1) ·
884059 (1) ·
884060 (1) ·
890093 (1) ·
890101 (1) ·
894057 (1) ·
930376 (1) ·
930380 (1) ·
930385 (1) ·
930390 (1) ·
930441 (1) ·
930444 (1) ·
930510 (1) ·
930511 (1) ·
930541 (1) ·
937366 (1) ·
940020 (1) ·
940026 (1) ·
940035 (1) ·
940046 (1) ·
940053 (1)
Location 009:
'.3 mi N of SR 706 ' (1) ·
'0.1MI N OF BELVEDERE ROAD' (1) ·
'0.1MI S of SEAWAY DR A1A ' (1) ·
'0.2 Mi E of ANCHOR AVE. ' (1) ·
'0.4MI N OF SR-60 ' (1) ·
'0.4MI. N OF SR-60 ' (1) ·
'0.85 mile South of Linton' (1) ·
'1.5 Mile West of SR-76 ' (1) ·
'1.74 Miles E of SR-710 ' (1) ·
'1.8 MI N OF PGA BLV/SR786' (1) ·
'1MI W of US-1 ' (1) ·
'3MI W OF CR-615 ' (1) ·
'A1A East of Ft. Pierce ' (1) ·
'AT MARTIN COUNTY LINE ' (1) ·
'FT PIERCE INTERCHANGE ' (1) ·
'I 95 SR 706 interchange ' (1) ·
'I-95 / SR 706 interchange' (1) ·
'NE Quad I 95 6th Ave S ' (1) ·
'NW Quad I-95/6th Ave S ' (1) ·
'SR-60 1.6MILES W. OF A1A ' (1) ·
'SR60 1.6Miles W. of A1A ' (1)
Latitude 016:
26252840 (1) ·
26363990 (1) ·
26364054 (1) ·
26414262 (1) ·
26515528 (1) ·
26555790 (1) ·
26560606 (1) ·
26561100 (1) ·
26561248 (1) ·
26561515 (1) ·
27012740 (1) ·
27051685 (1) ·
27084791 (1) ·
27122264 (1) ·
27222772 (1) ·
27243006 (1) ·
27270481 (1) ·
27284570 (1) ·
27385855 (1) ·
27385856 (1) ·
27392294 (1) ·
27392357 (1) ·
27445662 (1)
Longitude 017:
80040610 (1) ·
80040879 (1) ·
80045783 (1) ·
80052570 (1) ·
80074430 (1) ·
80085370 (1) ·
80090063 (1) ·
80090390 (1) ·
80090683 (1) ·
80112778 (1) ·
80123486 (1) ·
80180707 (1) ·
80184630 (1) ·
80192498 (1) ·
80203293 (1) ·
80225809 (1) ·
80225872 (1) ·
80230306 (1) ·
80230357 (1) ·
80240119 (1) ·
80255958 (1) ·
80285306 (1) ·
80303713 (1)
Owner 022:
Built 027:
Lanes 028a:
Traffic 029:
Traffic Year 030:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052: (Click arrow to add another value)
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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (1)
Culvert 062:
Inspect Date 090:
Direction 102:
Deck Type 107:
Scour 113:
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:
Showing below up to 23 results in range #1 to #23.
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