Drilldown: bridge data

From Indian River Lagoon Project
bridge data > Length 049 : 54 or 95 or 516

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ObjectID:
12141 (1) · 12195 (1) · 13704 (1) · 13766 (1) · 15237 (1) · 15238 (1) · 16013 (1) · 16016 (1) · 17878 (1) · 17884 (1) · 19373 (1) · 19455 (1)
Status:
AM (1) · MM (1) · ST (1)
Date:
03-03 (1) · 04-03 (1) · 04-19 (1) · 12-02 (1)
County 003:
Brevard (1) · Martin (1) · Palm Beach (1) · Saint Lucie (1) · Volusia (1)
Place 004:
None (1) · 45775 (1) · Boca Raton (1) · Palm Beach (1) · Titusville (1) · Viera (1)
Route 005d:
00000 (1) · 00005 (1) · 00009 (1) · 00091 (1) · 00095 (1) · 00609 (1) · 00A1A (1)
Direction 005e:
None (1)
Features 006a:
'C-24 CANAL ' (1) · 'COUNTY LINE CANAL C-23 ' (1) · 'CR 708 ' (1) · 'FECRR ' (1) · 'Intracoastal Waterway ' (1) · 'Lake Worth Lagoon ' (1) · 'SR-406 ' (1) · 'SR-46 ' (1) · 'SR-91 TPK(GLADES RD INT)' (1) · Wickham Road (1)
Critical 006b:
None (1)
Facility 007:
'Highbridge Road ' (1) · 'I-95 ' (1) · 'I-95 NB ' (1) · 'I-95 SB ' (1) · 'NB I-95 (SR-9) ' (1) · 'RANGE LINERD CR609' (1) · 'SB I-95 (SR 9) ' (1) · 'SHINN ROAD ' (1) · 'SR A1A ' (1) · 'SR91SB ON/OFF 76.4' (1) · 'US-1 NB ' (1) · I-95 (1)
Number 008:
700059 (1) · 700134 (1) · 700222 (1) · 700230 (1) · 790087 (1) · 794025 (1) · 890117 (1) · 890118 (1) · 930450 (1) · 930547 (1) · 940018 (1) · 940026 (1)
Location 009:
'0.2 mi E of SR5 on SRA1A ' (1) · '0.3 Mile West of SR-A1A ' (1) · '3MI S of SR-70 ' (1) · 'AT MARTIN COUNTY LINE ' (1) · 'BOCA RATON INTERCHNG #28 ' (1) · 'I-95 NB over SR-406 ' (1) · 'I-95 over SR-46 ' (1) · 'I-95 SB over SR-406 ' (1) · 'NB I-95 over CR 708 ' (1) · 'SB I-95 over CR 708 ' (1) · 'US-1 NB - FECRR ' (1) · I-95 over Wickham Road (1)
Latitude 016:
26222805 (1) · 26430558 (1) · 27023771 (1) · 27023967 (1) · 27122264 (1) · 27201709 (1) · 28134900 (1) · 28365858 (1) · 28365910 (1) · 28395825 (1) · 28493662 (1) · 29243110 (1)
Longitude 017:
80023637 (1) · 80101517 (1) · 80140214 (1) · 80140445 (1) · 80282441 (1) · 80285306 (1) · 80430700 (1) · 80510378 (1) · 80510486 (1) · 80511328 (1) · 80521049 (1) · 81060320 (1)
Owner 022:
31 (1) · County (1) · FDOT (1)
Built 027:
1955 (1) · 1956 (1) · 1961 (1) · 1963 (1) · 1986 (1) · 2002 (1) · 2009 (1) · 2014 (1) · 2016 (1)
Lanes 028a:
2 (1) · 3 (1) · 4 (1) · 6 (1)
Traffic 029:
1100 (1) · 1106 (1) · 13250 (1) · 1800 (1) · 19250 (1) · 22600 (1) · 2300 (1) · 40500 (1) · 6300 (1) · 68000 (1)
Traffic Year 030:
2013 (1) · 2016 (1) · 2017 (1)
Service On 042a:
Highway (1) · Highway - Pedestrian (1) · Overpass (1)
Service Under 042b:
Highway (1) · Railroad (1) · Waterway (1)
Kind 043a:
Concrete (1) · Prestressed concrete (1) · Steel (1)
Type 043b:
Movable - Bascule (1) · Slab (1) · Stringer/Multi-beam/Girder (1)
Length 049: (Click arrow to add another value)
Width 052:
10 (1) · 11 (1) · 13 (1) · 18 (1) · 19 (1) · 31 (1) · 37 (1) · 41 (1) · 8 (1)
Deck 058:
Fair (1) · Good (1) · Very Good (1)
Superstructure 059:
Excellent (1) · Fair (1) · Good (1) · Very Good (1)
Substructure 060:
Excellent (1) · Fair (1) · Good (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) · N/A (1) · No noticeable or noteworthy deficiencies which affect the condition of the channel. (1)
Culvert 062:
N/A (1)
Inspect Date 090:
01-17 (1) · 04-16 (1) · 06-16 (1) · 08-17 (1) · 10-17 (1) · 12-16 (1)
Direction 102:
1 - way (1) · 2 - way (1) · 2 way (1)
Rebuilt 106:
None (1) · 1987 (1) · 2013 (1)
Deck Type 107:
Concrete Cast-in-Place (1) · Concrete Precast Panels (1) · Open Grating (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)
Future 114:
10930 (1) · 117980 (1) · 1324 (1) · 1375 (1) · 22989 (1) · 3123 (1) · 33399 (1) · 33600 (1) · 3991 (1) · 70268 (1)
Future Year 115:
2035 (1) · 2038 (1) · 2039 (1)
Clearance 116:
None (1)

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