Drilldown: bridge data

From Indian River Lagoon Project
bridge data > Kind 043a: Prestressed concrete & Width 052: 7 & Future Year 115: 2039

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ObjectID:
15271 (1) · 15286 (1) · 15290 (1) · 19462 (1)
Status:
MM (1) · ST (1)
Date:
04-03 (1) · 04-19 (1) · 05-03 (1)
County 003:
Martin (1) · Palm Beach (1)
Place 004:
None (1) · Belle Glade (1) · Sewall's Point (1)
Route 005d:
00000 (1)
Direction 005e:
None (1)
Features 006a:
'BRANCH OF INDIAN RIVER ' (1) · 'CROOKED CREEK ' (1) · 'L-10 Canal ' (1) · 'SWEETIE SLOUGH ' (1)
Critical 006b:
None (1)
Facility 007:
'ISLAND RD. ' (1) · 'Levee Road ' (1) · 'ST LUCIE BLVD ' (1) · 'SW GREENRIDGE LANE' (1)
Number 008:
894014 (1) · 894049 (1) · 895501 (1) · 930805 (1)
Location 009:
'0.4MI NE OF A1A ' (1) · '0.6MI S of SW96 ST(CR76A)' (1) · '100FT Eof SEWALLS PT. RD.' (1) · '300FT East of CR-717 ' (1)
Latitude 016:
26484825 (1) · 27044705 (1) · 27091468 (1) · 27104516 (1)
Longitude 017:
80111512 (1) · 80120030 (1) · 80183914 (1) · 80334956 (1)
Owner 022:
County (1) · State (1) · Town (1)
Built 027:
1955 (1) · 1956 (1) · 1964 (1) · 1978 (1)
Lanes 028a:
1 (1) · 2 (1)
Traffic 029:
100 (1) · 115 (1) · 3111 (1)
Traffic Year 030:
2017 (1)
Service On 042a:
Highway (1) · Highway - Pedestrian (1)
Service Under 042b:
Waterway (1)
Kind 043a: (Click arrow to add another value)
Type 043b:
Slab (1)
Length 049:
18 (1) · 46 (1) · 9 (1)
Width 052: (Click arrow to add another value)
Deck 058:
Fair (1) · Good (1)
Superstructure 059:
Fair (1) · Good (1)
Substructure 060:
Good (1)
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)
Culvert 062:
N/A (1)
Inspect Date 090:
10-17 (1) · 11-16 (1) · 12-17 (1)
Direction 102:
2 - way (1) · One lane bridge for 2 way traffic (1)
Rebuilt 106:
None (1)
Deck Type 107:
Concrete Precast Panels (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:
150 (1) · 200 (1) · 5398 (1)
Future Year 115: (Click arrow to add another value)
Clearance 116:
None (1)

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