Drilldown: bridge data

From Indian River Lagoon Project
bridge data > County 003: Volusia & Direction 102: 1 - way & Future Year 115: 2038

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ObjectID:
Status:
AM (1) · MM (1) · ST (1)
Date:
03-03 (1) · 04-03 (1) · 04-19 (1) · 05-03 (1) · 06-03 (1) · 12-02 (1)
County 003: (Click arrow to add another value)
Place 004:
None (1) · Daytona Beach (1) · DeBary (1) · DeLand (1) · Deltona (1) · Oak Hill (1) · Ormond Beach (1) · Port Orange (1) · South Daytona (1)
Route 005d:
00000 (1) · 00001 (1) · 00005 (1) · 00009 (1) · 00040 (1) · 00044 (1) · 00400 (1) · 00415 (1) · 00430 (1) · 00472 (1) · 00600 (1) · 01792 (1)
Direction 005e:
None (1)
Features 006a:
'Bear Wildlife Crossing ' (1) · 'Cougar Wildlife Crossing' (1) · 'Cow Creek ' (1) · 'Deer WIldlife Crossing ' (1) · 'Dirksen Dr ' (1) · 'Dirksen Drive ' (1) · 'FECRR ' (1) · 'FECRR - Tymber Crk Rd ' (1) · 'Habitat Connectivity ' (1) · 'Halifax River IWW ' (1) · 'I-4 ' (1) · 'I-4 EB ' (1) · 'I-4 EB Ramp B ' (1) · 'I-4 WB ' (1) · 'I-95 ' (1) · 'IWW Halifax River ' (1) · 'Maytown Rd. ' (1) · 'Maytown Road ' (1) · 'Padgett Creek ' (1) · 'Rose Bay ' (1) · 'Spruce Creek ' (1) · 'Spruce Creek N Relief ' (1) · 'Spruce Creek N. Relief ' (1) · 'Spruce Creek S. Relief ' (1) · 'SR-44 ' (1) · 'SR-442 ' (1) · 'St Johns River Relief ' (1) · 'St. Johns River ' (1) · 'St. Johns River Relief ' (1) · 'Timothy's Ditch ' (1) · 'Tomoka River ' (1) · 'Tomoka River ' (1) · 'Turnbull Creek ' (1) · 'US 92 ' (1) · 'US-1 ' (1) · 'US-17-92 -St Johns River' (1) · 'US-17-92-St Johns River ' (1) · 'US-92 ' (1)
Critical 006b:
None (1)
Facility 007:
'I-4 EB ' (1) · 'I-4 EB ' (1) · 'I-4 EB Ramp A ' (1) · 'I-4 Ramp ' (1) · 'I-4 Ramp B ' (1) · 'I-4 WB ' (1) · 'I-95 ' (1) · 'I-95 NB ' (1) · 'I-95 SB ' (1) · 'Saxon Blvd EB ' (1) · 'Saxon Blvd WB ' (1) · 'SR 400 EB ' (1) · 'SR 400 WB ' (1) · 'SR-40 EB ' (1) · 'SR-40 WB ' (1) · 'SR-400 ' (1) · 'SR-415 ' (1) · 'SR-430 EB ' (1) · 'SR-430 WB ' (1) · 'SR-44 EB ' (1) · 'SR-44 WB ' (1) · 'SR-472 EB ' (1) · 'SR-472 WB ' (1) · 'US-1 NB ' (1) · 'US-1 SB ' (1) · 'US-1SB ' (1) · 'US-92 EB ' (1) · 'US-92 WB ' (1)
Number 008:
Location 009:
Latitude 016:
Longitude 017:
Owner 022:
FDOT (1)
Built 027:
1937 (1) · 1942 (1) · 1955 (1) · 1956 (1) · 1959 (1) · 1962 (1) · 1964 (1) · 1965 (1) · 1966 (1) · 1969 (1) · 1977 (1) · 1993 (1) · 1994 (1) · 1997 (1) · 2000 (1) · 2001 (1) · 2002 (1) · 2003 (1) · 2006 (1) · 2007 (1) · 2008 (1) · 2012 (1) · 2013 (1) · 2014 (1) · 2015 (1)
Lanes 028a:
1 (1) · 2 (1) · 3 (1) · 4 (1)
Traffic 029:
11150 (1) · 12500 (1) · 13250 (1) · 14250 (1) · 14500 (1) · 15250 (1) · 16000 (1) · 16340 (1) · 17000 (1) · 17500 (1) · 1800 (1) · 20327 (1) · 21000 (1) · 23250 (1) · 24750 (1) · 25250 (1) · 29000 (1) · 33250 (1) · 3450 (1) · 50500 (1) · 55000 (1) · 5700 (1) · 5800 (1) · 8150 (1) · 9150 (1)
Traffic Year 030:
2016 (1)
Service On 042a:
Highway (1) · Highway - Pedestrian (1) · Overpass (1)
Service Under 042b:
Highway (1) · Highway - Waterway (1) · Highway-railroad (1) · Other (1) · Railroad (1) · Waterway (1) · Waterway Relief (1)
Kind 043a:
Concrete (1) · Concrete continuous (1) · Prestressed concrete (1) · Prestressed concrete continuous (1) · Steel (1) · Steel continuous (1)
Type 043b:
Culvert (1) · Segmental box girder (1) · Slab (1) · Stringer/Multi-beam/Girder (1)
Length 049:
100 (1) · 101 (1) · 104 (1) · 106 (1) · 107 (1) · 110 (1) · 111 (1) · 112 (1) · 12 (1) · 125 (1) · 145 (1) · 160 (1) · 18 (1) · 227 (1) · 32 (1) · 37 (1) · 38 (1) · 47 (1) · 49 (1) · 51 (1) · 54 (1) · 56 (1) · 65 (1) · 66 (1) · 67 (1) · 680 (1) · 69 (1) · 699 (1) · 70 (1) · 708 (1) · 74 (1) · 740 (1) · 77 (1) · 78 (1) · 783 (1) · 79 (1) · 8 (1) · 85 (1) · 918 (1)
Width 052:
0 (1) · 10 (1) · 13 (1) · 14 (1) · 15 (1) · 17 (1) · 18 (1) · 19 (1) · 20 (1) · 21 (1) · 22 (1) · 8 (1) · 9 (1)
Deck 058:
Excellent (1) · Fair (1) · Good (1) · N/A (1) · Satisfactory (1) · Very Good (1)
Superstructure 059:
Excellent (1) · Fair (1) · Good (1) · N/A (1) · Satisfactory (1) · Very Good (1)
Substructure 060:
Excellent (1) · Fair (1) · Good (1) · N/A (1) · Satisfactory (1) · Very Good (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) · 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) · 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) · N/A (1) · No noticeable or noteworthy deficiencies which affect the condition of the channel. (1)
Culvert 062:
Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. (1) · 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:
01-17 (1) · 01-18 (1) · 02-16 (1) · 02-18 (1) · 03-16 (1) · 03-17 (1) · 04-17 (1) · 05-17 (1) · 06-17 (1) · 07-16 (1) · 08-17 (1) · 09-16 (1) · 09-17 (1) · 10-16 (1) · 11-16 (1) · 12-17 (1)
Direction 102: (Click arrow to add another value)
Rebuilt 106:
None (1) · 1956 (1) · 1994 (1) · 1998 (1) · 1999 (1) · 2003 (1) · 2004 (1) · 2005 (1) · 2006 (1) · 2010 (1) · 2015 (1) · 2016 (1)
Deck Type 107:
9 (1) · Concrete Cast-in-Place (1) · 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) · Bridge not over waterway. (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:
10063 (1) · 14140 (1) · 15875 (1) · 19345 (1) · 21688 (1) · 22989 (1) · 24724 (1) · 25158 (1) · 26459 (1) · 27760 (1) · 28350 (1) · 29495 (1) · 30362 (1) · 3123 (1) · 35268 (1) · 36435 (1) · 40339 (1) · 42941 (1) · 43809 (1) · 50315 (1) · 57689 (1) · 5986 (1) · 87618 (1) · 95425 (1) · 9890 (1)
Future Year 115: (Click arrow to add another value)
Clearance 116:
None (1)

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