Drilldown: bridge data

From Indian River Lagoon Project
bridge data > Location 009 : '2 mi West of US-1 ' or 'At John Stretch Park ' & Superstructure 059: Other

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ObjectID:
12256 (1) · 19445 (1) · 19446 (1)
Status:
MM (1) · ST (1)
Date:
04-03 (1) · 04-19 (1)
County 003:
Brevard (1) · Palm Beach (1)
Place 004:
None (1) · Micco (1)
Route 005d:
00000 (1) · 00027 (1)
Direction 005e:
None (1)
Features 006a:
'Miami Canal L-25 ' (1) · 'Sebastian Canal ' (1)
Critical 006b:
None (1)
Facility 007:
'Micco Rd. ' (1) · 'US-27/SR-80 NB ' (1) · 'US-27/SR-80 SB ' (1)
Number 008:
704035 (1) · 930537 (1) · 930538 (1)
Location 009: (Click arrow to add another value)
Latitude 016:
26414539 (1) · 26414600 (1) · 27525057 (1)
Longitude 017:
80315950 (1) · 80482471 (1) · 80482472 (1)
Owner 022:
County (1) · FDOT (1)
Built 027:
1938 (1) · 2009 (1)
Lanes 028a:
2 (1)
Traffic 029:
3012 (1) · 7500 (1)
Traffic Year 030:
2014 (1) · 2016 (1)
Service On 042a:
Highway (1)
Service Under 042b:
Waterway (1)
Kind 043a:
Prestressed concrete (1) · Steel (1)
Type 043b:
Culvert (1) · Stringer/Multi-beam/Girder (1)
Length 049:
23 (1) · 53 (1)
Width 052:
0 (1) · 13 (1)
Deck 058:
N/A (1) · Very Good (1)
Superstructure 059: (Click arrow to add another value)
Substructure 060:
Good (1) · N/A (1)
Channel 061:
Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. (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:
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) · N/A (1)
Inspect Date 090:
02-16 (1) · 08-17 (1)
Direction 102:
1 - way (1) · 2 - way (1)
Rebuilt 106:
None (1)
Deck Type 107:
Concrete Cast-in-Place (1) · N/A (1)
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:
13012 (1) · 3494 (1)
Future Year 115:
2034 (1) · 2038 (1)
Clearance 116:
None (1)

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