Drilldown: bridge data

From Indian River Lagoon Project
bridge data > Owner 022: 31 & Service On 042a: Highway - Pedestrian

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ObjectID:
15699 (1) · 15726 (1) · 15738 (1) · 19538 (1)
Status:
MM (1) · ST (1)
Date:
04-03 (1) · 04-19 (1)
County 003:
Palm Beach (1) · Saint Lucie (1)
Place 004:
24350 (1) · Palm Beach Gardens (1)
Route 005d:
00000 (1) · 00091 (1)
Direction 005e:
None (1)
Features 006a:
'SR 91 TPK ' (1) · 'SR 91 TPK & CANAL ' (1)
Critical 006b:
None (1)
Facility 007:
'DNLD RS RD E 112.2' (1) · 'DNLD RS RD W 112.2' (1) · 'HOOD RD 110.944 ' (1) · 'RDBGH RD 170.14 ' (1)
Number 008:
930381 (1) · 930419 (1) · 930441 (1) · 940060 (1)
Location 009:
'1.8 MI N OF PGA BLV/SR786' (1) · '3 MI NORTH OF PGA BLVD ' (1) · '3.4 MI S INDIAN RIVER CO ' (1) · 'N.OF PGA BLVD S.JUPITER ' (1)
Latitude 016:
26515528 (1) · 26525829 (1) · 26525885 (1) · 27320060 (1)
Longitude 017:
80074430 (1) · 80075174 (1) · 80075197 (1) · 80363628 (1)
Owner 022: (Click arrow to add another value)
Built 027:
1964 (1) · 1986 (1) · 1992 (1)
Lanes 028a:
2 (1)
Traffic 029:
34244 (1) · 47500 (1) · 7000 (1)
Traffic Year 030:
2016 (1) · 2017 (1)
Service On 042a: (Click arrow to add another value)
Service Under 042b:
Highway (1) · Highway - Waterway (1)
Kind 043a:
Prestressed concrete (1)
Type 043b:
Stringer/Multi-beam/Girder (1)
Length 049:
120 (1) · 49 (1) · 67 (1)
Width 052:
13 (1) · 19 (1) · 8 (1)
Deck 058:
Excellent (1) · Good (1) · Very Good (1)
Superstructure 059:
Good (1) · Very Good (1)
Substructure 060:
Excellent (1) · Good (1) · Very Good (1)
Channel 061:
Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. (1) · N/A (1)
Culvert 062:
N/A (1)
Inspect Date 090:
01-18 (1) · 11-17 (1)
Direction 102:
1 - way (1) · 2 - way (1)
Rebuilt 106:
None (1)
Deck Type 107:
Concrete Cast-in-Place (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 not over waterway. (1)
Future 114:
10250 (1) · 59413 (1) · 82412 (1)
Future Year 115:
2038 (1) · 2039 (1)
Clearance 116:
None (1)

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