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:
15201 (1) ·
15206 (1) ·
15207 (1) ·
15209 (1) ·
15210 (1) ·
15211 (1) ·
15212 (1) ·
15213 (1) ·
15214 (1) ·
15215 (1) ·
15219 (1) ·
15270 (1) ·
15277 (1) ·
15279 (1) ·
15606 (1) ·
15618 (1) ·
15714 (1) ·
15737 (1) ·
16007 (1) ·
16036 (1) ·
16062 (1) ·
16063 (1) ·
16064 (1) ·
16067 (1) ·
16096 (1) ·
19215 (1) ·
19219 (1) ·
19234 (1) ·
19238 (1) ·
19471 (1) ·
19480 (1) ·
19485 (1) ·
19539 (1) ·
19553 (1)
County 003:
Place 004:
Route 005d:
Features 006a:
'A DRAINAGE CANAL ' (1) ·
'C-133 Canal ' (1) ·
'DANFORTH CREEK ' (1) ·
'DRAINAGE CANAL ' (1) ·
'DRAINAGE DITCH ' (1) ·
'E-3 CANAL ' (1) ·
'EPB - 10 Canal ' (1) ·
'Header Canal ' (1) ·
'HOWARD CREEK ' (1) ·
'MANATEE CREEK ' (1) ·
'SWA Retention Canal ' (1) ·
'TRIBUTARY OF MANATEE CRE' (1) ·
'TRIBUTARY OF MANATEE CRK' (1) ·
'WARNER CREEK ' (1)
Critical 006b:
Facility 007:
'Berry Avenue ' (1) ·
'CR-68 (Orange Ave)' (1) ·
'CR-713 ' (1) ·
'CR-722 (COVE RD) ' (1) ·
'CR-723 ' (1) ·
'CR-A1A (DIXIE HWY)' (1) ·
'CR726 (Citrus Blv)' (1) ·
'Haverhill Road ' (1) ·
'I 95 SR 9 ' (1) ·
'Jog Road ' (1) ·
'LEIGHTON FARM AVE ' (1) ·
'SB US 1 ' (1) ·
'SR 91 TPK 120.25 ' (1) ·
'SR 91 TPK 137.25 ' (1) ·
'SR91 N/S TPK 107.8' (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 127.3' (1) ·
'SR91 N/S TPK 127.9' (1) ·
'SR91 N/S TPK 139.7' (1) ·
'SR91 N/S TPK 147.7' (1) ·
'SR91 N/S TPK 148.2' (1) ·
'SR91 N/S TPK 153.7' (1) ·
'SR91 N/S TPK 154.3' (1) ·
'SR91 NB TPK 144.6 ' (1) ·
'SR91 SB TPK 144.6 ' (1) ·
'SR91 TPK 134.1 ' (1) ·
'SR91SB ON/OFF 98.0' (1) ·
'SUNSET TRAIL ' (1) ·
'US 98 (SR 80) ' (1) ·
'US-98 US-441 SR-80' (1)
Number 008:
890009 (1) ·
890012 (1) ·
890043 (1) ·
890044 (1) ·
890067 (1) ·
890070 (1) ·
890073 (1) ·
890074 (1) ·
890075 (1) ·
890076 (1) ·
890077 (1) ·
890078 (1) ·
890084 (1) ·
894009 (1) ·
894031 (1) ·
894038 (1) ·
894054 (1) ·
894058 (1) ·
930146 (1) ·
930190 (1) ·
930406 (1) ·
930439 (1) ·
931005 (1) ·
934158 (1) ·
934171 (1) ·
940001 (1) ·
940061 (1) ·
940064 (1) ·
940104 (1) ·
940105 (1) ·
940106 (1) ·
940110 (1) ·
941000 (1) ·
944015 (1)
Location 009:
'.3 m N of Martin Co. line' (1) ·
'0.1 Mile S of CR-714 ' (1) ·
'0.25MI SOUTH OF SR-708 ' (1) ·
'0.2Mi S of COVE RD ' (1) ·
'0.2MI SOUTH OF CR-714 ' (1) ·
'0.3 Mi N of 45th St ' (1) ·
'0.45MI NORTH OF SR-708 ' (1) ·
'0.51 MI NORTH OF SR-70 ' (1) ·
'0.51MI SOUTH OF SR-714 ' (1) ·
'0.5Mi E of A1A ' (1) ·
'0.5Mi S of COVE RD ' (1) ·
'0.6 MI N OF NO LAKE BLVD ' (1) ·
'0.6Mi S of 707A ' (1) ·
'0.6MI South of CR-714 ' (1) ·
'0.74 MI N OF ST LUCIE BLV' (1) ·
'0.7MI WEST OF MAPP ROAD ' (1) ·
'0.9MI SOUTH OF SR-708 ' (1) ·
'1.2 MI NORTH OF SR-70 ' (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) ·
'2.6 Mi. S of SR-710 ' (1) ·
'2.85 MI SOUTH OF SR-712 ' (1) ·
'4.85 Miles E of SR-710 ' (1) ·
'4MI W OF FL TRNPK ' (1) ·
'500' N OF SR-80 (S.BLVD) ' (1) ·
'6 MI N OF PLM BEACH CO LI' (1) ·
'6.2 MI N OF ST LUCIE BLVD' (1) ·
'800 ft. S of SR 704 Exit ' (1) ·
'Southern Blvd / E-3 Canal' (1) ·
'SR-80 3MI E. 20 MI BEND ' (1)
Latitude 016:
26404080 (1) ·
26410105 (1) ·
26410696 (1) ·
26420100 (1) ·
26454160 (1) ·
26455503 (1) ·
26490899 (1) ·
26591077 (1) ·
27012706 (1) ·
27015315 (1) ·
27022544 (1) ·
27022662 (1) ·
27030195 (1) ·
27041173 (1) ·
27043856 (1) ·
27081140 (1) ·
27081946 (1) ·
27083585 (1) ·
27091740 (1) ·
27091847 (1) ·
27092679 (1) ·
27093790 (1) ·
27100650 (1) ·
27113920 (1) ·
27133752 (1) ·
27140822 (1) ·
27160451 (1) ·
27173677 (1) ·
27173720 (1) ·
27201626 (1) ·
27204218 (1) ·
27250685 (1) ·
27253205 (1) ·
27265092 (1)
Longitude 017:
80041855 (1) ·
80065835 (1) ·
80074325 (1) ·
80075078 (1) ·
80082890 (1) ·
80094590 (1) ·
80105691 (1) ·
80105883 (1) ·
80111608 (1) ·
80111971 (1) ·
80134794 (1) ·
80141088 (1) ·
80141121 (1) ·
80142184 (1) ·
80142213 (1) ·
80144523 (1) ·
80145730 (1) ·
80165077 (1) ·
80170910 (1) ·
80171233 (1) ·
80174730 (1) ·
80180137 (1) ·
80180837 (1) ·
80184445 (1) ·
80193471 (1) ·
80202976 (1) ·
80221024 (1) ·
80221116 (1) ·
80222725 (1) ·
80222735 (1) ·
80231002 (1) ·
80242270 (1) ·
80244387 (1) ·
80295034 (1)
Owner 022:
Built 027:
Traffic 029:
Traffic Year 030: (Click arrow to add another value)
Service On 042a: (Click arrow to add another value)
Service Under 042b:
Kind 043a:
Type 043b:
Width 052:
Deck 058:
Superstructure 059:
Substructure 060: (Click arrow to add another value)
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) ·
No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. (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 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:
Clearance 116:
Showing below up to 34 results in range #1 to #34.
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