Drilldown: bridge data

From Indian River Lagoon Project
bridge data > County 003: Other & Service On 042a: Highway & Future 114: 69920

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ObjectID:
16044 (1) · 16064 (1) · 16096 (1)
Status:
MM (1)
Date:
04-03 (1)
County 003: (Click arrow to add another value)
Place 004:
58725 (1) · 77275 (1) · Fort Pierce (1)
Route 005d:
00091 (1)
Direction 005e:
None (1)
Features 006a:
'DRAINAGE CANAL ' (1) · 'DRAINAGE DITCH ' (1) · 'TEN MILE CREEK ' (1)
Critical 006b:
None (1)
Facility 007:
'SR91 N/S TPK 147.7' (1) · 'SR91 N/S TPK 148.2' (1) · 'SR91 N/S TPK 152.5' (1)
Number 008:
940072 (1) · 940106 (1) · 941000 (1)
Location 009:
'0.5 MI SOUTH OF SR-70 ' (1) · '2.85 MI SOUTH OF SR-712 ' (1) · '6.2 MI N OF ST LUCIE BLVD' (1)
Latitude 016:
27201626 (1) · 27204218 (1) · 27240944 (1)
Longitude 017:
80222725 (1) · 80222735 (1) · 80235220 (1)
Owner 022:
31 (1)
Built 027:
1956 (1)
Lanes 028a:
4 (1)
Traffic 029:
40300 (1)
Traffic Year 030:
2017 (1)
Service On 042a: (Click arrow to add another value)
Service Under 042b:
Waterway (1) · Waterway Relief (1)
Kind 043a:
Concrete (1) · Steel (1)
Type 043b:
Culvert (1) · Stringer/Multi-beam/Girder (1)
Length 049:
51 (1) · 6 (1) · 7 (1)
Width 052:
0 (1) · 27 (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 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) · Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. (1)
Inspect Date 090:
12-17 (1)
Direction 102:
2 - way (1)
Rebuilt 106:
None (1) · 1986 (1)
Deck Type 107:
Concrete Cast-in-Place (1) · N/A (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: (Click arrow to add another value)
Future Year 115:
2039 (1)
Clearance 116:
None (1)

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