Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'4th St. and Canal D ' (1) ·
'90th Ave. ' (1) ·
'C-51 CANAL ' (1) ·
'CANAL L-12 ' (1) ·
'CANAL-17 ' (1) ·
'CR 708 ' (1) ·
'DANFORTH CREEK ' (1) ·
'Header Canal ' (1) ·
'HILLSBORO CANAL L-14 ' (1) ·
'Lateral A Canal ' (1) ·
'Little Tomoka River ' (1) ·
'LWDD L-38 CANAL ' (1) ·
'SR 60 ' (1) ·
'SR 91 TPK ' (1) ·
'SR-46 ' (1) ·
'St. Johns River Relief ' (1) ·
'St. Lucie Canal/SR-76 ' (1) ·
'Tomoka River ' (1)
Critical 006b:
Facility 007:
'49th St Lindsey Rd' (1) ·
'CR708 125.4 ' (1) ·
'DNLD RS RD E 112.2' (1) ·
'DNLD RS RD W 112.2' (1) ·
'FOREST HILL BLVD. ' (1) ·
'I-4 EB ' (1) ·
'I-4 WB ' (1) ·
'I-95 ' (1) ·
'LEIGHTON FARM AVE ' (1) ·
'MILITARY TRAIL NB ' (1) ·
'MILITARY TRAIL SB ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'NW 2ND ST ' (1) ·
'Old Dixie Highway ' (1) ·
'SB I-95 (SR 9) ' (1) ·
'SR 9 (I-95) ' (1) ·
'SR-415 ' (1) ·
'SR-710 WB ' (1) ·
'SR-80 EB ' (1) ·
'SR-80 WB ' (1) ·
'Tymber Creek Road ' (1) ·
'WB SR 70 ' (1)
Number 008:
700230 (1) ·
790201 (1) ·
790202 (1) ·
790220 (1) ·
794194 (1) ·
880100 (1) ·
880101 (1) ·
880102 (1) ·
884103 (1) ·
890117 (1) ·
890118 (1) ·
890119 (1) ·
890162 (1) ·
894038 (1) ·
930354 (1) ·
930355 (1) ·
930359 (1) ·
930360 (1) ·
930381 (1) ·
930419 (1) ·
934213 (1) ·
934915 (1) ·
934916 (1) ·
940119 (1)
Location 009:
'0.1 MILE WEST OF I-95 ' (1) ·
'0.2 Miles North of SR 40 ' (1) ·
'0.6MI South of CR-714 ' (1) ·
'0.7MI N of Northlake Blvd' (1) ·
'16Mi W of SR-7 ' (1) ·
'1MI N OF CLINT MOORE RD ' (1) ·
'1MI N. of CLINT MOORE RD.' (1) ·
'2.0 mi S of SR-60 ' (1) ·
'2.1 Miles East of CR-609 ' (1) ·
'3 MI NORTH OF PGA BLVD ' (1) ·
'7.0 mi. W of FL Turnpike ' (1) ·
'750FT W OF SR-7 (US-441) ' (1) ·
'At CR-615 (66th Ave) ' (1) ·
'AT SOUTHERN/FORESTHILINTR' (1) ·
'I-4 EB over Tomoka River ' (1) ·
'I-4 WB over Tomoka River ' (1) ·
'I-95 over SR-46 ' (1) ·
'I-95 over SR-60 ' (1) ·
'N.OF PGA BLVD S.JUPITER ' (1) ·
'NB I-95 over CR 708 ' (1) ·
'SB I-95 over CR 708 ' (1) ·
'SR-415 -St. Johns Relief ' (1)
Latitude 016:
26252770 (1) ·
26252771 (1) ·
26405249 (1) ·
26411370 (1) ·
26433147 (1) ·
26433240 (1) ·
26490300 (1) ·
26525829 (1) ·
26525885 (1) ·
27004488 (1) ·
27023771 (1) ·
27023878 (1) ·
27023967 (1) ·
27091740 (1) ·
27222475 (1) ·
27363540 (1) ·
27364168 (1) ·
27382038 (1) ·
27405750 (1) ·
28395825 (1) ·
28485627 (1) ·
29090099 (1) ·
29090120 (1) ·
29152450 (1)
Longitude 017:
80045519 (1) ·
80071862 (1) ·
80071933 (1) ·
80075174 (1) ·
80075197 (1) ·
80140214 (1) ·
80140445 (1) ·
80142214 (1) ·
80144936 (1) ·
80180837 (1) ·
80265070 (1) ·
80265190 (1) ·
80271798 (1) ·
80274550 (1) ·
80295022 (1) ·
80304170 (1) ·
80304412 (1) ·
80310299 (1) ·
80401144 (1) ·
80521049 (1) ·
81051410 (1) ·
81051478 (1) ·
81074440 (1) ·
81112630 (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 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:
N/A (1) ·
Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. (1)
Inspect Date 090: (Click arrow to add another value)
Direction 102:
Deck Type 107:
Scour 113:
Bridge foundations (including piles) on dry land well above flood water elevations. (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 (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)
Future 114:
Clearance 116:
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