Drilldown: bridge data

From Indian River Lagoon Project
bridge data > Substructure 060: N/A & Inspect Date 090: 04-16 & Direction 102: One lane bridge for 2 way traffic

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ObjectID:
13771 (1) · 18768 (1)
Status:
MM (1) · ST (1)
Date:
04-03 (1) · 04-19 (1)
County 003:
Volusia (1)
Place 004:
None (1) · DeLand (1)
Route 005d:
00000 (1)
Direction 005e:
None (1)
Features 006a:
'Little Haw Swamp ' (1) · 'Underhill Slough ' (1)
Critical 006b:
None (1)
Facility 007:
'Lake Harney Road ' (1) · 'Truck Trail #12 ' (1)
Number 008:
790800 (1) · 794050 (1)
Location 009:
'4 Mi South of Maytown Rd.' (1) · 'Lake George Conservation ' (1)
Latitude 016:
28470565 (1) · 29153934 (1)
Longitude 017:
81013072 (1) · 81211913 (1)
Owner 022:
County (1) · State (1)
Built 027:
1948 (1) · 1998 (1)
Lanes 028a:
1 (1) · 2 (1)
Traffic 029:
20 (1) · 5 (1)
Traffic Year 030:
2010 (1) · 2015 (1)
Service On 042a:
Highway (1) · Highway - Pedestrian (1)
Service Under 042b:
Waterway (1)
Kind 043a:
Concrete (1) · Prestressed concrete (1)
Type 043b:
Culvert (1) · Stringer/Multi-beam/Girder (1)
Length 049:
12 (1) · 9 (1)
Width 052:
0 (1) · 3 (1)
Deck 058:
Good (1) · N/A (1)
Superstructure 059:
Good (1) · N/A (1)
Substructure 060: (Click arrow to add another value)
Channel 061:
Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. (1) · 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:
Large spalls, heavy scaling, wide cracks, considerable efflorescence or opened construction joint permitting loss of backfill. Considerable settlement or misalignment. Considerable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection throughout, extensive corrosion or deep pitting. (1) · N/A (1)
Inspect Date 090: (Click arrow to add another value)
Direction 102: (Click arrow to add another value)
Rebuilt 106:
None (1)
Deck Type 107:
N/A (1) · Wood (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 with "unknown" foundation that has not been evaluated for scour. Until risk can be determined, a plan of action should be developed and implemented to reduce the risk to users from abridge failure during and immediately after a flood event. (1)
Future 114:
10 (1) · 40 (1)
Future Year 115:
2033 (1) · 2036 (1)
Clearance 116:
None (1)

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