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:
15176 (1) ·
15209 (1) ·
15210 (1) ·
15211 (1) ·
15212 (1) ·
15213 (1) ·
15214 (1) ·
15215 (1) ·
15217 (1) ·
15218 (1) ·
15219 (1) ·
15220 (1) ·
15254 (1) ·
15599 (1) ·
15606 (1) ·
15628 (1) ·
15630 (1) ·
15672 (1) ·
16027 (1) ·
16029 (1) ·
16036 (1) ·
16048 (1) ·
16062 (1) ·
16063 (1) ·
16064 (1) ·
16067 (1) ·
19219 (1) ·
19222 (1) ·
19367 (1) ·
19453 (1) ·
19539 (1)
County 003:
Place 004:
Direction 005e:
Features 006a:
'BESSEY CREEK ' (1) ·
'COUNTY LINE CANAL C-23 ' (1) ·
'DRAINAGE CANAL ' (1) ·
'DRAINAGE DITCH ' (1) ·
'Indian River East Relief' (1) ·
'Lake Worth Tide Relief' (1) ·
'Lake Worth Relief ' (1) ·
'LAT CANAL (LK WORTH INT)' (1) ·
'LATERAL CANAL #38 ' (1) ·
'LOXAHATCHEE CREEK ' (1) ·
'LOXAHATCHEE WPB CANAL ' (1) ·
'N RELIEF CANAL ' (1) ·
'PHIPP CANAL ' (1) ·
'Relief E.of North Bridge' (1) ·
'RIM DITCH CANAL C-24 ' (1) ·
'W. Relief Indian River ' (1)
Critical 006b:
Facility 007:
'Blue Heron Blvd ' (1) ·
'CR 613 (58TH AVE) ' (1) ·
'Jensen Bch. Cswy. ' (1) ·
'SR 91 TPK 120.25 ' (1) ·
'SR 91 TPK 137.25 ' (1) ·
'SR 91 TPK RMP 93.5' (1) ·
'SR-732 Jensen Bch.' (1) ·
'SR-A1A ' (1) ·
'SR80(SouthernBlvd)' (1) ·
'SR91 N/S TPK 103.1' (1) ·
'SR91 N/S TPK 107.8' (1) ·
'SR91 N/S TPK 117.5' (1) ·
'SR91 N/S TPK 123.9' (1) ·
'SR91 N/S TPK 124.6' (1) ·
'SR91 N/S TPK 125.2' (1) ·
'SR91 N/S TPK 125.9' (1) ·
'SR91 N/S TPK 126.5' (1) ·
'SR91 N/S TPK 127.3' (1) ·
'SR91 N/S TPK 127.9' (1) ·
'SR91 N/S TPK 135.6' (1) ·
'SR91 N/S TPK 138.1' (1) ·
'SR91 N/S TPK 139.7' (1) ·
'SR91 N/S TPK 147.7' (1) ·
'SR91 N/S TPK 153.7' (1) ·
'SR91 N/S TPK 154.3' (1) ·
'SR91 N/S TPK 92.1 ' (1) ·
'SR91 NB TPK 142.2 ' (1) ·
'SR91 NB TPK 144.6 ' (1) ·
'SR91 SB TPK 142.2 ' (1) ·
'SR91 SB TPK 144.6 ' (1) ·
'SR91 TPK 134.1 ' (1)
Number 008:
884055 (1) ·
890067 (1) ·
890070 (1) ·
890073 (1) ·
890074 (1) ·
890075 (1) ·
890076 (1) ·
890077 (1) ·
890078 (1) ·
890082 (1) ·
890083 (1) ·
890084 (1) ·
890085 (1) ·
890138 (1) ·
890146 (1) ·
930098 (1) ·
930146 (1) ·
930223 (1) ·
930235 (1) ·
930241 (1) ·
930334 (1) ·
930545 (1) ·
940046 (1) ·
940049 (1) ·
940061 (1) ·
940064 (1) ·
940082 (1) ·
940104 (1) ·
940105 (1) ·
940106 (1) ·
940110 (1)
Location 009:
'.75mi E. of Indian R Dr. ' (1) ·
'0.2 MI S OF MARTIN CO LIN' (1) ·
'0.25MI SOUTH OF SR-708 ' (1) ·
'0.25mi W of S.R.-A1A ' (1) ·
'0.45MI NORTH OF SR-708 ' (1) ·
'0.4MI N OF 49TH ST. ' (1) ·
'0.51 MI NORTH OF SR-70 ' (1) ·
'0.51MI SOUTH OF SR-714 ' (1) ·
'0.6 MI N OF NO LAKE BLVD ' (1) ·
'0.74 MI N OF ST LUCIE BLV' (1) ·
'0.9MI SOUTH OF SR-708 ' (1) ·
'1.0MI NORTH OF SR-708 ' (1) ·
'1.2 MI NO OF LANTANA RD ' (1) ·
'1.2 MI NORTH OF SR-70 ' (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) ·
'1.6 MI N OF MARTIN CO ' (1) ·
'1.8MI NORTH OF SR-708 ' (1) ·
'2.2 MI SOUTH OF SR-76 ' (1) ·
'2.5MI NORTH OF CO LINE ' (1) ·
'2.6 MI NORTH OF SR-714 ' (1) ·
'2.85 MI SOUTH OF SR-712 ' (1) ·
'3.0 MI NORTH OF SR-704 ' (1) ·
'3.4MI NORTH OF SR-714 ' (1) ·
'6 MI N OF PLM BEACH CO LI' (1) ·
'A1A East of Ft. Pierce ' (1) ·
'LAKE WORTH INTERCHANGE ' (1) ·
'SR-A1A East of ICWW ' (1) ·
'W. of Jensen Bch. Cswy. ' (1)
Latitude 016:
26360866 (1) ·
26371314 (1) ·
26403240 (1) ·
26450626 (1) ·
26470126 (1) ·
26490899 (1) ·
26571548 (1) ·
26591077 (1) ·
27012706 (1) ·
27015315 (1) ·
27022544 (1) ·
27030195 (1) ·
27033219 (1) ·
27041173 (1) ·
27043856 (1) ·
27091847 (1) ·
27102733 (1) ·
27113920 (1) ·
27121998 (1) ·
27133752 (1) ·
27150311 (1) ·
27151700 (1) ·
27154481 (1) ·
27154501 (1) ·
27173677 (1) ·
27173720 (1) ·
27201626 (1) ·
27250685 (1) ·
27253205 (1) ·
27284570 (1) ·
27413662 (1)
Longitude 017:
80022352 (1) ·
80022719 (1) ·
80075078 (1) ·
80080366 (1) ·
80095581 (1) ·
80101893 (1) ·
80102470 (1) ·
80111971 (1) ·
80124800 (1) ·
80133779 (1) ·
80134794 (1) ·
80141121 (1) ·
80142184 (1) ·
80142213 (1) ·
80142789 (1) ·
80144523 (1) ·
80145730 (1) ·
80180137 (1) ·
80184630 (1) ·
80184796 (1) ·
80193471 (1) ·
80195431 (1) ·
80202976 (1) ·
80210806 (1) ·
80210855 (1) ·
80221024 (1) ·
80221116 (1) ·
80222735 (1) ·
80242270 (1) ·
80244387 (1) ·
80264603 (1)
Owner 022:
Built 027:
Traffic 029:
Traffic Year 030:
Service On 042a:
Service Under 042b: (Click arrow to add another value)
Kind 043a:
Type 043b:
Length 049:
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)
Culvert 062:
Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. (1) ·
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)
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 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)
Future 114:
Future Year 115: (Click arrow to add another value)
Clearance 116:
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