Drilldown: bridge data

From Indian River Lagoon Project
bridge data > Built 027 : 1944 or 1990 & Substructure 060: N/A

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ObjectID:
13705 (1) · 13814 (1)
Status:
MM (1)
Date:
04-03 (1) · 06-03 (1)
County 003:
Volusia (1)
Place 004:
DeLand (1) · Port Orange (1)
Route 005d:
00000 (1) · 00600 (1)
Direction 005e:
None (1)
Features 006a:
'B-19 Canal ' (1) · 'Little Haw Creek ' (1)
Critical 006b:
None (1)
Facility 007:
'US-92 ' (1) · 'Willow Run Blvd. ' (1)
Number 008:
790093 (1) · 796401 (1)
Location 009:
'.2mi W of Clyde Morris Bl' (1) · '2.3 MI E of US-17 ' (1)
Latitude 016:
29033853 (1) · 29073249 (1)
Longitude 017:
81014619 (1) · 81160650 (1)
Owner 022:
City (1) · FDOT (1)
Built 027: (Click arrow to add another value)
Lanes 028a:
3 (1) · 4 (1)
Traffic 029:
26000 (1) · 8325 (1)
Traffic Year 030:
2014 (1) · 2016 (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)
Length 049:
13 (1) · 9 (1)
Width 052:
0 (1)
Deck 058:
N/A (1)
Superstructure 059:
N/A (1)
Substructure 060: (Click arrow to add another value)
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:
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) · No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. (1)
Inspect Date 090:
04-17 (1) · 05-16 (1)
Direction 102:
2 - way (1)
Rebuilt 106:
None (1) · 2010 (1)
Deck Type 107:
N/A (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)
Future 114:
10073 (1) · 45110 (1)
Future Year 115:
2034 (1) · 2038 (1)
Clearance 116:
None (1)

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