Drilldown: bridge data

From Indian River Lagoon Project
bridge data > Features 006a : 'Banana River Relief East' or 'Padgett Creek ' & Inspect Date 090: 06-16

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ObjectID:
12154 (1) · 12207 (1) · 13709 (1) · 13753 (1)
Status:
AM (1) · MM (1)
Date:
03-03 (1) · 12-02 (1)
County 003:
Brevard (1) · Volusia (1)
Place 004:
55385 (1) · DeBary (1)
Route 005d:
00400 (1) · 00404 (1)
Direction 005e:
None (1)
Features 006a: (Click arrow to add another value)
Critical 006b:
None (1)
Facility 007:
'I-4 EB ' (1) · 'I-4 WB ' (1) · 'SR-404 EB ' (1) · 'SR-404 WB ' (1)
Number 008:
700082 (1) · 700148 (1) · 790099 (1) · 790941 (1)
Location 009:
'I-4 EB - Padgett Creek ' (1) · 'I-4 WB - Padgett Creek ' (1) · 'SR-404 EB-Banana River ' (1) · 'SR-404 WB-Banana River ' (1)
Latitude 016:
28124312 (1) · 28124379 (1) · 28520760 (1) · 28520804 (1)
Longitude 017:
80371385 (1) · 80371403 (1) · 81170942 (1) · 81171026 (1)
Owner 022:
FDOT (1)
Built 027:
1959 (1) · 1971 (1)
Lanes 028a:
2 (1) · 3 (1) · 4 (1)
Traffic 029:
21000 (1) · 55000 (1)
Traffic Year 030:
2016 (1)
Service On 042a:
Highway (1)
Service Under 042b:
Waterway (1) · Waterway Relief (1)
Kind 043a:
Prestressed concrete (1)
Type 043b:
Stringer/Multi-beam/Girder (1)
Length 049:
47 (1) · 92 (1)
Width 052:
13 (1) · 18 (1) · 20 (1)
Deck 058:
Satisfactory (1)
Superstructure 059:
Good (1) · Satisfactory (1)
Substructure 060:
Good (1) · Satisfactory (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) · Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. (1)
Culvert 062:
N/A (1)
Inspect Date 090: (Click arrow to add another value)
Direction 102:
1 - way (1)
Rebuilt 106:
None (1) · 2005 (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) · Countermeasures have been installed to mitigate an existing problem with scour and to reduce the risk of bridge failure during a flood event. Instructions contained in a plan of action have been implemented to reduce the risk to users from a bridge failure during or immediately after a flood event. (1)
Future 114:
36435 (1) · 95425 (1)
Future Year 115:
2038 (1)
Clearance 116:
None (1)

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