Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
ObjectID:
County 003: (Click arrow to add another value)
Place 004:
Direction 005e:
Features 006a:
Critical 006b:
Facility 007:
'8th Street N ' (1) ·
'AIROSO BLVD. ' (1) ·
'CR-68 (Orange Ave)' (1) ·
'Dundas Court ' (1) ·
'N 13th Street ' (1) ·
'NB US-1 ' (1) ·
'North 14th Street ' (1) ·
'North 9th Street ' (1) ·
'Okeechobee Rd. ' (1) ·
'PORT ST LUCIE BLVD' (1) ·
'SB US 1 ' (1) ·
'SR 614 (INDRIO-RD)' (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 N/S TPK 156.6' (1) ·
'SR91 N/S TPK 167.2' (1) ·
'SR91 NB TPK 144.6 ' (1) ·
'SR91 SB TPK 144.6 ' (1)
Number 008:
940001 (1) ·
940028 (1) ·
940061 (1) ·
940064 (1) ·
940065 (1) ·
940066 (1) ·
940079 (1) ·
940104 (1) ·
940105 (1) ·
940106 (1) ·
940110 (1) ·
940137 (1) ·
941000 (1) ·
944013 (1) ·
944015 (1) ·
945009 (1) ·
945013 (1) ·
945014 (1) ·
945015 (1) ·
945016 (1) ·
945273 (1)
Location 009:
'.3 m N of Martin Co. line' (1) ·
'.3m N of Martin Co. line ' (1) ·
'0.1 Miles S. of Ave. D ' (1) ·
'0.26 Miles North of CR-68' (1) ·
'0.3 Mi N of Orange Ave. ' (1) ·
'0.3 Miles North of CR-68 ' (1) ·
'0.3Mi N of Orange Ave. ' (1) ·
'0.42 MI NORTH OF SR-68 ' (1) ·
'0.51 MI NORTH OF SR-70 ' (1) ·
'0.6 MI E OF I-95 ON SR614' (1) ·
'0.74 MI N OF ST LUCIE BLV' (1) ·
'1.2 MI NORTH OF SR-70 ' (1) ·
'1.3 miles east of I-95 ' (1) ·
'1.6 MI N OF MARTIN CO ' (1) ·
'1.6MI Nof PT ST LUCIE BLD' (1) ·
'2.85 MI SOUTH OF SR-712 ' (1) ·
'4.6MI W OF US-1 ' (1) ·
'4MI W OF FL TRNPK ' (1) ·
'6.2 MI N OF ST LUCIE BLVD' (1) ·
'6.4 MI S OF INDIAN RVR CO' (1)
Latitude 016:
Longitude 017:
80171083 (1) ·
80171233 (1) ·
80195034 (1) ·
80195420 (1) ·
80195680 (1) ·
80201436 (1) ·
80201790 (1) ·
80202976 (1) ·
80205857 (1) ·
80214773 (1) ·
80221024 (1) ·
80221116 (1) ·
80221757 (1) ·
80222725 (1) ·
80222735 (1) ·
80242270 (1) ·
80244387 (1) ·
80254672 (1) ·
80262200 (1) ·
80295034 (1) ·
80344892 (1)
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a: (Click arrow to add another value)
Type 043b:
Width 052:
Deck 058:
Superstructure 059: (Click arrow to add another value)
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)
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) ·
Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep 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)
Inspect Date 090:
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 21 results in range #1 to #21.
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