Drilldown: bridge data

From Indian River Lagoon Project
bridge data > County 003: Other & Location 009 : '0.42 MI NORTH OF SR-68 ' or 'At ANGLE RD(CR-607A) '

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ObjectID:
16037 (1) · 19552 (1)
Status:
MM (1) · ST (1)
Date:
04-03 (1) · 04-19 (1)
County 003: (Click arrow to add another value)
Place 004:
Fort Pierce (1)
Route 005d:
00091 (1) · 00611 (1)
Direction 005e:
None (1)
Features 006a:
'BELCHER C-25 CANAL ' (1) · 'DRAINAGE DITCH ' (1)
Critical 006b:
None (1)
Facility 007:
'KEENE ROAD/CR-611 ' (1) · 'SR91 N/S TPK 156.6' (1)
Number 008:
940065 (1) · 944014 (1)
Location 009: (Click arrow to add another value)
Latitude 016:
27271813 (1) · 27281131 (1)
Longitude 017:
80225738 (1) · 80254672 (1)
Owner 022:
31 (1) · County (1)
Built 027:
1963 (1) · 2000 (1)
Lanes 028a:
2 (1) · 4 (1)
Traffic 029:
2000 (1) · 34244 (1)
Traffic Year 030:
2017 (1) · 2018 (1)
Service On 042a:
Highway (1)
Service Under 042b:
Waterway (1) · Waterway Relief (1)
Kind 043a:
Concrete (1) · Prestressed concrete (1)
Type 043b:
Culvert (1) · Slab (1)
Length 049:
45 (1) · 7 (1)
Width 052:
0 (1) · 10 (1)
Deck 058:
Good (1) · N/A (1)
Superstructure 059:
Good (1) · N/A (1)
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:
01-17 (1) · 01-18 (1)
Direction 102:
2 - way (1)
Rebuilt 106:
None (1)
Deck Type 107:
Concrete Precast Panels (1) · N/A (1)
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)
Future 114:
3470 (1) · 59413 (1)
Future Year 115:
2039 (1) · 2040 (1)
Clearance 116:
None (1)

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