Drilldown: bridge data

From Indian River Lagoon Project
bridge data > Location 009 : '4 Mi South of Maytown Rd.' or 'At CR-613 (58th Ave.) ' & Service Under 042b: Other

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ObjectID:
13771 (1) · 19210 (1)
Status:
MM (1) · ST (1)
Date:
04-03 (1) · 04-19 (1)
County 003:
Indian River (1) · Volusia (1)
Place 004:
None (1) · Vero Beach (1)
Route 005d:
00000 (1)
Direction 005e:
None (1)
Features 006a:
'Lateral B Canal ' (1) · 'Underhill Slough ' (1)
Critical 006b:
None (1)
Facility 007:
'13th Street SW ' (1) · 'Lake Harney Road ' (1)
Number 008:
794050 (1) · 884105 (1)
Location 009: (Click arrow to add another value)
Latitude 016:
27344850 (1) · 28470565 (1)
Longitude 017:
80264970 (1) · 81013072 (1)
Owner 022:
County (1)
Built 027:
1948 (1) · 2015 (1)
Lanes 028a:
2 (1) · 3 (1)
Traffic 029:
120 (1) · 20 (1)
Traffic Year 030:
2015 (1) · 2017 (1)
Service On 042a:
Highway (1) · Highway - Pedestrian (1)
Service Under 042b: (Click arrow to add another value)
Kind 043a:
Concrete (1) · Prestressed concrete (1)
Type 043b:
Culvert (1) · Slab (1)
Length 049:
11 (1) · 12 (1)
Width 052:
0 (1) · 21 (1)
Deck 058:
Excellent (1) · N/A (1)
Superstructure 059:
Excellent (1) · N/A (1)
Substructure 060:
Excellent (1) · N/A (1)
Channel 061:
Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. (1) · No noticeable or noteworthy deficiencies which affect the condition of the channel. (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:
06-17 (1) · 12-17 (1)
Direction 102:
2 - way (1) · One lane bridge for 2 way traffic (1)
Rebuilt 106:
None (1)
Deck Type 107:
Concrete Precast Panels (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:
174 (1) · 40 (1)
Future Year 115:
2036 (1) · 2039 (1)
Clearance 116:
None (1)

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