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:
Status: (Click arrow to add another value)
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'BELCHER CANAL C-25 ' (1) ·
'C-23 CANAL ' (1) ·
'C-24 CANAL ' (1) ·
'CANAL-1 ' (1) ·
'EL RIO CANAL ' (1) ·
'FIVE MILE CREEK ' (1) ·
'I-95 (SR-9) ' (1) ·
'LAKE IDA CANAL ' (1) ·
'Little Haw Creek ' (1) ·
'LOXAHATCHEE RIVER ' (1) ·
'Moore's Creek ' (1) ·
'Seaboard Coastline RR ' (1) ·
'SR-44 ' (1) ·
'TAYLOR CREEK CANAL-1 ' (1) ·
'TEN MILE CREEK ' (1) ·
'Tomoka River ' (1) ·
'US-92 ' (1)
Critical 006b:
Facility 007:
'53RD STREET ' (1) ·
'CAMINO GARDENS EB ' (1) ·
'CAMINO GARDENS WB ' (1) ·
'CARLTON RD (CR613)' (1) ·
'CR603(JOHNSTON RD)' (1) ·
'CR611B(EDWARDS RD)' (1) ·
'CR611B(SELVITZ RD)' (1) ·
'French Avenue ' (1) ·
'GORDY ROAD ' (1) ·
'I-95 ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'KEEN RD (CR-611) ' (1) ·
'KIRBY LOOP ROAD ' (1) ·
'Old Daytona Rd ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SE ISLAND WAY ROAD' (1) ·
'SHINN ROAD ' (1) ·
'SW 22ND WAY ' (1) ·
'TAYLOR DAIRY ROAD ' (1) ·
'US-1 (SR-5) ' (1) ·
'W/B S.R. 704 ' (1)
Number 008:
790064 (1) ·
790072 (1) ·
790077 (1) ·
790078 (1) ·
794006 (1) ·
794065 (1) ·
890110 (1) ·
894019 (1) ·
930183 (1) ·
935209 (1) ·
935210 (1) ·
935306 (1) ·
940015 (1) ·
940018 (1) ·
940019 (1) ·
940037 (1) ·
940041 (1) ·
940043 (1) ·
940067 (1) ·
940068 (1) ·
940070 (1) ·
940071 (1) ·
940151 (1) ·
944010 (1)
Location 009:
'.7mi. E of Congress Ave. ' (1) ·
'0.03Mi E of CYPRESS WAY ' (1) ·
'0.1Mi W of Marsh Road ' (1) ·
'0.2MI E of LOXAHATCHEE RD' (1) ·
'0.2MI S OF EDWARDS RD ' (1) ·
'0.5MI S of CR-608 ' (1) ·
'0.6MI EAST OF MCNEIL ROAD' (1) ·
'0.6MI N OF ANGLE ROAD ' (1) ·
'0.8MI SOUTH OF SR-70 ' (1) ·
'1 mile North of SR-70 ' (1) ·
'100FT N ANGLE RD CR-607A ' (1) ·
'100FT N OF ANGLE ROAD ' (1) ·
'150 FT E of SW 10TH ST ' (1) ·
'1MI E of MCNEIL ROAD ' (1) ·
'2 miles West of US-17 ' (1) ·
'2.1MI S of SR-70 ' (1) ·
'2mi. N of SR714 on I95 ' (1) ·
'3MI S of SR-70 ' (1) ·
'ADJ TO CR-607A ANGLE RD ' (1) ·
'I-95 NB - Tomoka R. ' (1) ·
'I-95 NB over US-92 ' (1) ·
'I-95 SB - SR-44 ' (1) ·
'I-95 SB - Tomoka R. ' (1)
Latitude 016:
26202775 (1) ·
26202815 (1) ·
26302557 (1) ·
26422223 (1) ·
26582879 (1) ·
27122261 (1) ·
27201709 (1) ·
27201783 (1) ·
27241068 (1) ·
27241547 (1) ·
27243079 (1) ·
27245404 (1) ·
27265830 (1) ·
27281046 (1) ·
27281147 (1) ·
27281239 (1) ·
27283659 (1) ·
27283693 (1) ·
28570842 (1) ·
29004602 (1) ·
29035590 (1) ·
29102131 (1) ·
29154558 (1) ·
29154580 (1)
Longitude 017:
80043087 (1) ·
80044341 (1) ·
80054881 (1) ·
80054885 (1) ·
80081246 (1) ·
80193646 (1) ·
80212904 (1) ·
80214936 (1) ·
80215950 (1) ·
80224257 (1) ·
80225754 (1) ·
80232645 (1) ·
80232703 (1) ·
80235669 (1) ·
80240291 (1) ·
80251175 (1) ·
80282441 (1) ·
80324598 (1) ·
80591757 (1) ·
81050336 (1) ·
81070414 (1) ·
81070520 (1) ·
81162090 (1) ·
81195603 (1)
Owner 022:
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)
Culvert 062:
Inspect Date 090:
Direction 102:
Deck Type 107:
Scour 113:
Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required to protect exposed foundations (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:
Showing below up to 24 results in range #1 to #24.
