Drilldown: bridge data

From Indian River Lagoon Project
bridge data > County 003: Martin & Built 027 : 1944 or 1980

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ObjectID:
15223 (1) · 15225 (1) · 15284 (1) · 15285 (1)
Status:
AM (1) · MM (1)
Date:
05-03 (1) · 12-02 (1)
County 003: (Click arrow to add another value)
Place 004:
None (1) · 54175 (1) · Sewall's Point (1)
Route 005d:
00000 (1) · 0076A (1)
Direction 005e:
None (1)
Features 006a:
'CORAL GARDENS OUTFALL ' (1) · 'ST LUCIE CANAL ' (1) · 'WILLOUGHBY CREEK ' (1)
Critical 006b:
None (1)
Facility 007:
'CR-76A ' (1) · 'HURON WAY ' (1) · 'NORFOLK BLVD. ' (1) · 'SE ST LUCIE BLVD ' (1)
Number 008:
890093 (1) · 890102 (1) · 894047 (1) · 894048 (1)
Location 009:
'0.1Mi E of ONTARIO DRIVE ' (1) · '0.1MI. E of KANNER HWY ' (1) · '1.5 Mile West of SR-76 ' (1) · '1/2MI S of INDIAN ST. ' (1)
Latitude 016:
27051685 (1) · 27085780 (1) · 27090600 (1) · 27101012 (1)
Longitude 017:
80121176 (1) · 80142587 (1) · 80142967 (1) · 80180707 (1)
Owner 022:
County (1)
Built 027: (Click arrow to add another value)
Lanes 028a:
2 (1)
Traffic 029:
200 (1) · 3100 (1) · 3111 (1) · 400 (1)
Traffic Year 030:
2017 (1)
Service On 042a:
Highway (1) · Highway - Pedestrian (1)
Service Under 042b:
Waterway (1)
Kind 043a:
Prestressed concrete (1)
Type 043b:
Slab (1) · Stringer/Multi-beam/Girder (1)
Length 049:
11 (1) · 220 (1) · 25 (1) · 9 (1)
Width 052:
10 (1) · 13 (1) · 8 (1) · 9 (1)
Deck 058:
Good (1)
Superstructure 059:
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:
08-17 (1) · 11-17 (1) · 12-17 (1)
Direction 102:
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 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 is scour critical; bridge foundations determined to be unstable for assessed or calculated scour conditions: Scour within limits of footing or piles. Scour below spread-footing base or pile tips. (1)
Future 114:
300 (1) · 500 (1) · 5379 (1) · 5398 (1)
Future Year 115:
2038 (1) · 2039 (1)
Clearance 116:
None (1)

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