Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
Status: (Click arrow to add another value)
Date:
County 003:
Place 004:
Direction 005e:
Features 006a:
Critical 006b:
Facility 007:
Number 008:
930241 (1) ·
930495 (1) ·
930499 (1) ·
930500 (1) ·
930504 (1) ·
930521 (1) ·
930530 (1) ·
930531 (1) ·
934177 (1) ·
934301 (1) ·
934963 (1) ·
937367 (1)
Location 009:
'0.14MI N of Indiantown Rd' (1) ·
'0.2 MI S OF MARTIN CO LIN' (1) ·
'0.3MI W OF ROYAL PALM BL ' (1) ·
'1 mile North of SR 704 ' (1) ·
'1.5 miles South of SR 806' (1) ·
'1Mi E of CR809/Military T' (1) ·
'Between N Lake/PGA Blvds.' (1) ·
'E Congress Ave & N SR 806' (1) ·
'I-95/SR 806 interchange ' (1) ·
'StriblingWay ovr E-1canal' (1)
Latitude 016:
Longitude 017:
Owner 022:
Traffic 029:
1000 (1) ·
101541 (1) ·
104500 (1) ·
106500 (1) ·
2700 (1) ·
44400 (1) ·
5500 (1) ·
7200 (1) ·
85750 (1)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Width 052: (Click arrow to add another value)
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:
Inspect Date 090:
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 not over waterway. (1)
Future 114:
10800 (1) ·
148776 (1) ·
1735 (1) ·
176174 (1) ·
181308 (1) ·
184778 (1) ·
46846 (1) ·
5500 (1) ·
77034 (1)
Future Year 115: (Click arrow to add another value)
Clearance 116:
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