Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
12135 (1) ·
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Status: (Click arrow to add another value)
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'BLIND CREEK ' (1) ·
'C-18 Canal ' (1) ·
'C-51 Canal ' (1) ·
'Donald Ross Road ' (1) ·
'Goat Creek ' (1) ·
'Halifax Canal ' (1) ·
'Hidden Valley Canal C15 ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 ' (1) ·
'I-95 (SR-9) ' (1) ·
'LWDD CANAL E-3 ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD L-2 Canal ' (1) ·
'North Lake ' (1) ·
'Reed Canal ' (1) ·
'Rockledge Creek ' (1) ·
'S. Fork St. Lucie River ' (1) ·
'SR-50 ' (1) ·
'SR-706 Indiantown Rd. ' (1) ·
'SR-706 Indiantown Rd. ' (1) ·
'SR-76 ' (1) ·
'TEN MILE CREEK ' (1) ·
'Tomoka River ' (1)
Critical 006b:
Facility 007:
'Center Avenue ' (1) ·
'Citrus Blvd ' (1) ·
'Dairy Rd ' (1) ·
'EB North Lake Blvd' (1) ·
'FLORIDA MANGO RD ' (1) ·
'Fox Lake Rd. ' (1) ·
'GORDY ROAD ' (1) ·
'GUN CLUB RD ' (1) ·
'Haverhill Rd ' (1) ·
'Hood Road ' (1) ·
'I-95 ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'Indiantown Rd. ' (1) ·
'NB I 95 SR9 ' (1) ·
'NB I 95 SR 9 ' (1) ·
'NB I-95 ( SR-9 ) ' (1) ·
'NB I-95 (S.R. 9) ' (1) ·
'S. VERDE TRAIL ' (1) ·
'Saul Street ' (1) ·
'SB I 95 SR9 ' (1) ·
'SB I 95 SR 9 ' (1) ·
'SB I 95 SR 9 Ramp ' (1) ·
'SB I-95 ( SR-9 ) ' (1) ·
'SB I-95 (SR 9) ' (1) ·
'SR-76 ' (1) ·
'SR-A1A ' (1) ·
'Tadlock Ave. ' (1) ·
'US-1 (SR-5) ' (1) ·
'WB SR706 to SB 95 ' (1)
Number 008:
700050 (1) ·
700058 (1) ·
700129 (1) ·
700132 (1) ·
700133 (1) ·
700135 (1) ·
704191 (1) ·
790077 (1) ·
790078 (1) ·
795521 (1) ·
796518 (1) ·
890127 (1) ·
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934903 (1) ·
940004 (1) ·
944010 (1)
Location 009:
'.25 mi East of I-95 ' (1) ·
'.5 mi East of I-95 ' (1) ·
'0.25 mi N of Valkaria Rd ' (1) ·
'0.25 Mi. West of SR-405 ' (1) ·
'0.3 mile South of SR 706 ' (1) ·
'0.5MI S OF OKEECHOBEE BLV' (1) ·
'0.83 MI N FPL POWER PLANT' (1) ·
'0.8MI SOUTH OF SR-70 ' (1) ·
'1.5 mile North of SR 786 ' (1) ·
'1MI W OF SR 809 ' (1) ·
'1mi. W of US-1. ' (1) ·
'2.4 Mi. S of SR-520 ' (1) ·
'At Intersection w LPGA BL' (1) ·
'At Reed Canal Road ' (1) ·
'At S Military Trail ' (1) ·
'Citrus Blvd - I-95 ' (1) ·
'Dairy Rd - I-95 ' (1) ·
'I 95 SR706 interchange ' (1) ·
'I-95 / Donald Ross Rd ' (1) ·
'I-95 / SR 706 interchange' (1) ·
'I-95 NB - Tomoka R. ' (1) ·
'I-95 NB over SR-50 ' (1) ·
'I-95 SB - Tomoka R. ' (1) ·
'I-95 SB over SR-50 ' (1) ·
'Jupiter Interchange/I-95 ' (1) ·
'No. City Line Boca Raton ' (1) ·
'S of Southrn/Haverhll Int' (1) ·
'South of Ramp to SR 706 ' (1) ·
'South of St Lucie Canal ' (1) ·
'South of St. Lucie Canal ' (1) ·
'SR 706 to I 95 Ramp ' (1)
Latitude 016:
26212624 (1) ·
26252016 (1) ·
26402673 (1) ·
26403896 (1) ·
26415450 (1) ·
26482760 (1) ·
26515340 (1) ·
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29154580 (1)
Longitude 017:
80040198 (1) ·
80042598 (1) ·
80044280 (1) ·
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80153644 (1) ·
80153917 (1) ·
80235669 (1) ·
80325084 (1) ·
80463003 (1) ·
80491320 (1) ·
80510496 (1) ·
80510507 (1) ·
80510633 (1) ·
80512802 (1) ·
81003691 (1) ·
81030053 (1) ·
81070414 (1) ·
81070520 (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:
Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep 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 not over waterway. (1) ·
Bridge with "unknown" foundation that has not been evaluated for scour. Until risk can be determined, a plan of action should be developed and implemented to reduce the risk to users from abridge failure during and immediately after a flood event. (1) ·
Countermeasures have been installed to mitigate an existing problem with scour and to reduce the risk of bridge failure during a flood event. Instructions contained in a plan of action have been implemented to reduce the risk to users from a bridge failure during or immediately after a flood event. (1)
Future 114:
Clearance 116:
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