Drilldown: bridge data

From Indian River Lagoon Project
bridge data > Length 049: 42 & Inspect Date 090: 07-17 & Future Year 115: 2039

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ObjectID:
15732 (1) · 15874 (1) · 19534 (1)
Status:
MM (1) · ST (1)
Date:
03-03 (1) · 04-19 (1) · 06-03 (1)
County 003:
Palm Beach (1)
Place 004:
None (1) · Boynton Beach (1) · Royal Palm Beach village (1)
Route 005d:
00000 (1) · 00091 (1)
Direction 005e:
None (1)
Features 006a:
'CANAL E-2-W(BOYN BC INT)' (1) · 'M-1 CANAL ' (1) · 'MIAMI CANAL ' (1)
Critical 006b:
None (1)
Facility 007:
'CORKSCREW BLVD. ' (1) · 'CRESTWOOD BLVD. N ' (1) · 'SR91 SB TPK 87.213' (1)
Number 008:
930432 (1) · 934502 (1) · 937367 (1)
Location 009:
'0.2MI S OF US-27 ' (1) · '0.3MI W OF ROYAL PALM BL ' (1) · '6.2 MILES SOUTH OF SR-802' (1)
Latitude 016:
26315179 (1) · 26413511 (1) · 26434195 (1)
Longitude 017:
80102293 (1) · 80135529 (1) · 80482588 (1)
Owner 022:
31 (1) · City (1) · County (1)
Built 027:
1955 (1) · 1988 (1) · 1992 (1)
Lanes 028a:
1 (1) · 2 (1) · 4 (1)
Traffic 029:
1000 (1) · 500 (1) · 9350 (1)
Traffic Year 030:
2017 (1)
Service On 042a:
Highway (1) · Highway - Pedestrian (1)
Service Under 042b:
Waterway (1)
Kind 043a:
Prestressed concrete (1) · Steel (1)
Type 043b:
Slab (1) · Stringer/Multi-beam/Girder (1)
Length 049: (Click arrow to add another value)
Width 052:
12 (1) · 28 (1) · 9 (1)
Deck 058:
Good (1) · Satisfactory (1)
Superstructure 059:
Fair (1) · Good (1) · Very 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: (Click arrow to add another value)
Direction 102:
1 - way (1) · 2 - way (1)
Rebuilt 106:
None (1)
Deck Type 107:
Concrete Cast-in-Place (1) · Concrete Precast Panels (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:
16222 (1) · 1735 (1) · 600 (1)
Future Year 115: (Click arrow to add another value)
Clearance 116:
None (1)

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