Drilldown: bridge data
From Indian River Lagoon Project
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12234 (1) ·
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County 003:
Place 004:
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Route 005d:
Direction 005e:
Features 006a:
'6th Avenue South ' (1) ·
'Banana River ' (1) ·
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'C-17 Canal ' (1) ·
'C-51 W.P.B. CANAL ' (1) ·
'CR 702 45th Street ' (1) ·
'E-3 CANAL ' (1) ·
'Fla. Turnpike & 2 canals' (1) ·
'FPL Nuc Plant Disc Canal' (1) ·
'Halifax River IWW ' (1) ·
'Hillsboro (L-14) Canal ' (1) ·
'I-4 ' (1) ·
'Indian River Relief ' (1) ·
'Intracoastal Waterway ' (1) ·
'IWW Halifax River ' (1) ·
'Northlake Blvd. ' (1) ·
'SR 708 (Blue Heron Blvd)' (1) ·
'SR 882 Forest Hill Blvd ' (1) ·
'St. Lucie Canal/SR-76 ' (1) ·
'St. Lucie River ' (1) ·
'St.Lucie River ' (1) ·
'Tomoka River ' (1) ·
'US 92 ' (1) ·
'WPB Drainage Canal ' (1) ·
Tillman Canal (1)
Critical 006b:
Facility 007:
'E/B S.R. 704 ' (1) ·
'E/B S.R. A1A ' (1) ·
'EB Blue Heron Blvd' (1) ·
'EB Forest Hill Bld' (1) ·
'EB Lake Worth Rd. ' (1) ·
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'I 95 SR 9 ' (1) ·
'I-4 EB Ramp A ' (1) ·
'I-4 Ramp B ' (1) ·
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'SR A1A ' (1) ·
'SR-430 EB ' (1) ·
'SR-430 WB ' (1) ·
'SR-520 WB ' (1) ·
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'SR-A1A ' (1) ·
'US 192 WB ' (1) ·
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'US-98 SR700 US441 ' (1) ·
'W/B S.R. 704 ' (1) ·
'W/B S.R. A1A ' (1) ·
'WB Lake Worth Rd. ' (1) ·
'WB PGA Blvd. ' (1) ·
SR-507 SB (1)
Number 008:
700190 (1) ·
700219 (1) ·
700233 (1) ·
790174 (1) ·
790175 (1) ·
790185 (1) ·
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Location 009:
'0.23 MI N FPL POWER PLANT' (1) ·
'0.83 MI N FPL POWER PLANT' (1) ·
'1 mi N Palm Bch Lake Blvd' (1) ·
'1 Mile East of I-95 ' (1) ·
'1 Mile East of Jog Rd. ' (1) ·
'1.3mi South of 10th Ave N' (1) ·
'1.7 mi. east of SR-7 ' (1) ·
'1000'W of SR5 & E ofSR811' (1) ·
'1mi. east of Jog Rd. ' (1) ·
'2.1 Miles E of CR-609 ' (1) ·
'2.1 Miles East of CR-609 ' (1) ·
'3mi East of SR5 on A1A ' (1) ·
'At Exit 74 ' (1) ·
'At Exit 76 ' (1) ·
'Belle Glade 1Mi W SR-80 ' (1) ·
'Between SR 710 and 786 ' (1) ·
'Between SRA1A&SR80 Cswys.' (1) ·
'I-4 Connector over US-92 ' (1) ·
'I-4 EB Ramp A to US-92 ' (1) ·
'I-95 / SR 882 ' (1) ·
'SR AIA FPL Nuc Plt Disc ' (1) ·
'SR-430 EB - Halifax River' (1) ·
'SR-430 WB - Halifax River' (1) ·
'SR-520 WB - Banana River ' (1) ·
'SR-700 CANAL POINT ' (1) ·
'US 192 WB over Indian Riv' (1) ·
'US-1 NB - Tomoka River ' (1) ·
'US-1 SB - Tomoka River ' (1) ·
'US-92 EB - Halifax River ' (1) ·
'US-92 WB - Halifax Ri IWW' (1) ·
SR-507 SB-Tillman Canal (1)
Latitude 016:
26363210 (1) ·
26370804 (1) ·
26370912 (1) ·
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29134915 (1) ·
29135230 (1) ·
29181820 (1) ·
29181868 (1)
Longitude 017:
80024000 (1) ·
80025300 (1) ·
80035722 (1) ·
80040100 (1) ·
80040740 (1) ·
80041030 (1) ·
80052775 (1) ·
80052810 (1) ·
80053013 (1) ·
80055370 (1) ·
80055680 (1) ·
80074786 (1) ·
80074852 (1) ·
80102688 (1) ·
80122748 (1) ·
80122859 (1) ·
80143606 (1) ·
80144500 (1) ·
80145640 (1) ·
80271724 (1) ·
80271798 (1) ·
80345692 (1) ·
80372030 (1) ·
80375380 (1) ·
80385336 (1) ·
80410200 (1) ·
81005684 (1) ·
81005748 (1) ·
81011854 (1) ·
81012071 (1) ·
81053827 (1) ·
81053911 (1) ·
81070580 (1) ·
81070700 (1)
Owner 022: (Click arrow to add another value)
Built 027:
Traffic 029:
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 being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. (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 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 assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles by assessment, 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:
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