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:
Direction 005e:
Features 006a:
'Banana River Relief ' (1) ·
'Banana River Relief East' (1) ·
'BESSEY CREEK ' (1) ·
'Dirksen Drive ' (1) ·
'Halifax River ' (1) ·
'I-4 ' (1) ·
'I-4 EB Ramp B ' (1) ·
'I-95 ' (1) ·
'Lake Worth Tide Relief' (1) ·
'LAT CANAL (LK WORTH INT)' (1) ·
'PHIPP CANAL ' (1) ·
'Relief E.of North Bridge' (1) ·
'RIM DITCH CANAL C-24 ' (1) ·
'SR 808 GLADES RD ' (1) ·
'SR 91 TPK ' (1) ·
'SR 91 TPK (STUART INT) ' (1) ·
'SR 91 TPK(OKEECH BV INT)' (1) ·
'SR-442 ' (1) ·
'SR-518 ' (1) ·
'SR-524 ' (1)
Critical 006b:
Facility 007:
'Babcock St(CR-507)' (1) ·
'CR712 MDWYRD 150.3' (1) ·
'I-4 Ramp ' (1) ·
'I-4 WB ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'SR 91 TPK RMP 93.5' (1) ·
'SR-404 EB ' (1) ·
'SR-404 WB ' (1) ·
'SR-472 EB ' (1) ·
'SR-528 ' (1) ·
'SR-A1A ' (1) ·
'SR80(SouthernBlvd)' (1) ·
'SR91 N/S TPK 126.5' (1) ·
'SR91 N/S TPK 135.6' (1) ·
'SR91 N/S TPK 75.92' (1) ·
'SR91 NB TPK 142.2 ' (1) ·
'SR91 SB TPK 100.15' (1) ·
'SR91 SB TPK 134.32' (1) ·
'SR91 SB TPK 142.2 ' (1)
Number 008:
700027 (1) ·
700054 (1) ·
700082 (1) ·
700122 (1) ·
700148 (1) ·
700160 (1) ·
790023 (1) ·
790042 (1) ·
790053 (1) ·
790062 (1) ·
790106 (1) ·
790147 (1) ·
890068 (1) ·
890082 (1) ·
890085 (1) ·
930098 (1) ·
930142 (1) ·
930334 (1) ·
930416 (1) ·
940046 (1) ·
940049 (1) ·
940050 (1) ·
940082 (1)
Location 009:
'0.25mi W of S.R.-A1A ' (1) ·
'1.0MI NORTH OF SR-708 ' (1) ·
'1.2MI S PORT ST LUCIE BLV' (1) ·
'1.2MI S PORT ST LUCIE RMP' (1) ·
'1.3 MI N OF STUART INTRCH' (1) ·
'2.6 MI S OF FT PIER INTCH' (1) ·
'2.85 Miles East of SR-3 ' (1) ·
'A1A East of Ft. Pierce ' (1) ·
'A1A-Port Orange Relief ' (1) ·
'Babcock Street over I-95 ' (1) ·
'I-4 EB Ramp - I-95 ' (1) ·
'I-4 WB - Dirksen Drive ' (1) ·
'I-4 WB over I-4 EB Ramp B' (1) ·
'I-95 NB SR-518 ' (1) ·
'I-95 SB - SR-442 ' (1) ·
'I-95 SB - SR-524 ' (1) ·
'LAKE WORTH INTERCHANGE ' (1) ·
'SR-404 EB-Banana River ' (1) ·
'SR-404 WB-Banana River ' (1) ·
'SR-472 EB over I-4 ' (1) ·
'SR-91 FL TPK OVER SR-808 ' (1) ·
'STUART TPK INTERCHANGE ' (1) ·
'WEST PALM BEACH INTERCH. ' (1)
Latitude 016:
26220464 (1) ·
26371314 (1) ·
26403240 (1) ·
26423954 (1) ·
27033219 (1) ·
27092801 (1) ·
27102733 (1) ·
27154481 (1) ·
27154501 (1) ·
27222822 (1) ·
27284570 (1) ·
27591190 (1) ·
28071404 (1) ·
28124312 (1) ·
28124379 (1) ·
28222787 (1) ·
28241880 (1) ·
28521781 (1) ·
28570267 (1) ·
28571848 (1) ·
29083964 (1) ·
29091631 (1) ·
29092639 (1)
Longitude 017:
80022719 (1) ·
80081956 (1) ·
80101495 (1) ·
80101893 (1) ·
80142789 (1) ·
80180781 (1) ·
80184630 (1) ·
80184796 (1) ·
80210806 (1) ·
80210855 (1) ·
80230229 (1) ·
80371385 (1) ·
80371403 (1) ·
80371922 (1) ·
80393049 (1) ·
80422093 (1) ·
80481590 (1) ·
80570342 (1) ·
80590233 (1) ·
81043623 (1) ·
81044346 (1) ·
81152780 (1) ·
81170430 (1)
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b: (Click arrow to add another value)
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058: (Click arrow to add another value)
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:
Rebuilt 106:
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) ·
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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