Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
Status: (Click arrow to add another value)
Date:
County 003: (Click arrow to add another value)
Place 004:
Direction 005e:
Features 006a:
Critical 006b:
Facility 007:
'8th Street N ' (1) ·
'CR-68 (Orange Ave)' (1) ·
'Crosstown Parkway ' (1) ·
'Dundas Court ' (1) ·
'EB SR 70 ' (1) ·
'Hanley Rd. S 25th ' (1) ·
'Juanita Ave. ' (1) ·
'KEENE ROAD/CR-611 ' (1) ·
'N 13th Street ' (1) ·
'North 14th Street ' (1) ·
'North 9th Street ' (1) ·
'SR 68 (Orange Ave)' (1) ·
'SR 70 EB ' (1) ·
'SR A1A ' (1) ·
'SR70 EB Okeechobee' (1) ·
'SR70 WB Okeechobee' (1)
Number 008:
940136 (1) ·
940152 (1) ·
940154 (1) ·
940156 (1) ·
940157 (1) ·
940158 (1) ·
944014 (1) ·
944015 (1) ·
944016 (1) ·
944017 (1) ·
945009 (1) ·
945013 (1) ·
945014 (1) ·
945015 (1) ·
945016 (1) ·
945274 (1)
Location 009:
'0.1 Miles S. of Ave. D ' (1) ·
'0.1Mi W of US-1 ' (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) ·
'0.7 Mi. West of I-95 ' (1) ·
'1 mi. east I-95 on SR 68 ' (1) ·
'1.1 Mile S of CR-611B ' (1) ·
'1mi. West of CR-613 ' (1) ·
'3.9 MI W of FL Tpk SR 91 ' (1) ·
'4MI W OF FL TRNPK ' (1) ·
'7 MI W of FL TPK SR91 ' (1) ·
'At ANGLE RD(CR-607A) ' (1) ·
'NORTH OF BLIND CREEK ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Traffic 029:
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 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:
N/A (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:
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)
Future 114:
Clearance 116:
Showing below up to 16 results in range #1 to #16.
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