Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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ObjectID:
12160 (1) ·
12234 (1) ·
13743 (1) ·
13744 (1) ·
13749 (1) ·
15752 (1) ·
15755 (1) ·
15835 (1) ·
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19230 (1) ·
19377 (1) ·
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19417 (1)
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'Banana River ' (1) ·
'BIG MUD CREEK ' (1) ·
'BLIND CREEK ' (1) ·
'C-17 Canal ' (1) ·
'C-51 Canal ' (1) ·
'C-51 W.P.B. CANAL ' (1) ·
'CAMINO CANAL ' (1) ·
'CANAL E-1 ' (1) ·
'FPL Nuc Plant Disc Canal' (1) ·
'GARDEN CANAL ' (1) ·
'Halifax River IWW ' (1) ·
'Hillsboro (L-14) Canal ' (1) ·
'HILLSBORO L-14 CANAL ' (1) ·
'I-4 ' (1) ·
'Indian River Relief ' (1) ·
'Intracoastal Waterway ' (1) ·
'IWW Halifax River ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD LAT 17 CANAL ' (1) ·
'SR-524 ' (1) ·
'St. Lucie Canal/SR-76 ' (1) ·
'Tomoka River ' (1) ·
'US 92 ' (1) ·
Tillman Canal (1)
Critical 006b:
Facility 007:
'ARMONE PLACE ' (1) ·
'CAMINO GARDENS BL ' (1) ·
'CAMINO GARDENS BLV' (1) ·
'CONGRESS AVE SB ' (1) ·
'DUDA ROAD ' (1) ·
'E/B S.R. 704 ' (1) ·
'EB Blue Heron Blvd' (1) ·
'I-4 EB Ramp A ' (1) ·
'I-4 Ramp B ' (1) ·
'Military Trail ' (1) ·
'SPANISH ISLES BLVD' (1) ·
'SR A1A ' (1) ·
'SR-430 EB ' (1) ·
'SR-430 WB ' (1) ·
'SR-520 WB ' (1) ·
'SR-528 EB ' (1) ·
'SR-528 WB ' (1) ·
'SR-710 EB ' (1) ·
'SR-710 WB ' (1) ·
'SR-715 ' (1) ·
'SR-A1A ' (1) ·
'US 192 WB ' (1) ·
'US-1 NB ' (1) ·
'US-1 SB ' (1) ·
'US-92 EB ' (1) ·
'US-92 WB ' (1) ·
'US-98 SR700 US441 ' (1) ·
SR-507 SB (1)
Number 008:
700089 (1) ·
700153 (1) ·
700190 (1) ·
700219 (1) ·
700233 (1) ·
790174 (1) ·
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940003 (1) ·
940004 (1) ·
940085 (1)
Location 009:
'0.1MI E of SW 9TH AVE ' (1) ·
'0.2 MILE E OF SW 9TH AVE ' (1) ·
'0.23 MI N FPL POWER PLANT' (1) ·
'0.2MI E OF US-441 (SR-7) ' (1) ·
'0.6 MILE WEST OF US-1 ' (1) ·
'0.6Mi S OF CR-812 ' (1) ·
'0.83 MI N FPL POWER PLANT' (1) ·
'1 Mile East of I-95 ' (1) ·
'2.1 Miles E of CR-609 ' (1) ·
'2.1 Miles East of CR-609 ' (1) ·
'ADJ. TO N. SIDE OF SR-880' (1) ·
'AT SR-7 US-441 ' (1) ·
'Belle Glade 1Mi W SR-80 ' (1) ·
'Between SRA1A&SR80 Cswys.' (1) ·
'I-4 Connector over US-92 ' (1) ·
'I-4 EB Ramp A to US-92 ' (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) ·
'SR-80 & Military Trail ' (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:
26201913 (1) ·
26202500 (1) ·
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29181820 (1) ·
29181868 (1)
Longitude 017:
80025300 (1) ·
80052320 (1) ·
80053013 (1) ·
80060114 (1) ·
80060914 (1) ·
80064300 (1) ·
80120021 (1) ·
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80454886 (1) ·
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81005748 (1) ·
81011854 (1) ·
81012071 (1) ·
81053827 (1) ·
81053911 (1) ·
81070580 (1) ·
81070700 (1)
Owner 022:
Built 027:
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)
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 not over waterway. (1)
Future 114:
Future Year 115: (Click arrow to add another value)
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