Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
12142 (1) ·
12177 (1) ·
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12216 (1) ·
12229 (1) ·
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13668 (1) ·
13712 (1) ·
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County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'C-51 CANAL ' (1) ·
'Canal ' (1) ·
'E-2-W canal ' (1) ·
'Haverhill Rd. & U Turns ' (1) ·
'I 95 and SR 704 ' (1) ·
'I 95 SR 9 ' (1) ·
'I-4 ' (1) ·
'I-4 EB Ramp B ' (1) ·
'I-95 ' (1) ·
'Indian River ' (1) ·
'Indian River IWW ' (1) ·
'IWW Halifax River ' (1) ·
'Jog Rd. & Turn Arounds ' (1) ·
'Mercer Ave and CSX RR ' (1) ·
'Mercer Ave./CSX RR/Canal' (1) ·
'RCA Center Dr & FEC R/R ' (1) ·
'S. R. 7 & Return Ramps ' (1) ·
'SR 809 (Military Trail) ' (1) ·
'SR-91 Fl. Tpk ' (1) ·
'SR-91 N/S TPK ' (1) ·
'SR786 I95 I95 Ramps ' (1) ·
SR-401 (1)
Critical 006b:
Facility 007:
'Australian Ave. ' (1) ·
'Babcock St(CR-507)' (1) ·
'Belvede to NB I-95' (1) ·
'Boynton Bch Blvd ' (1) ·
'Clint Moore Road ' (1) ·
'Congress Avenue ' (1) ·
'CR-4139 ' (1) ·
'CR-880 ' (1) ·
'EB 706 To SB I-95 ' (1) ·
'I 95 SR 9 NB ' (1) ·
'I 95 SR 9 SB ' (1) ·
'I-4 Ramp ' (1) ·
'I-4 WB ' (1) ·
'Pinehurst Ave N ' (1) ·
'SB I 95 Off Ramp ' (1) ·
'SR 80-Southern Bvd' (1) ·
'SR 80/Southern Bld' (1) ·
'SR 80/Southern Bvd' (1) ·
'SR 811 to SB I-95 ' (1) ·
'SR-520 EB ' (1) ·
'SR-520 WB ' (1) ·
'SR-528 WB ' (1) ·
'SR-A1A ' (1) ·
'SR786 WB to SB I95' (1) ·
'SR91 On/Off Rmp106' (1) ·
'US-192 EB ' (1) ·
'US-192 WB ' (1) ·
'WB SR704 to SB I95' (1) ·
Overpass Ramp (1)
Number 008:
700061 (1) ·
700110 (1) ·
700137 (1) ·
700160 (1) ·
700174 (1) ·
700181 (1) ·
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704045 (1) ·
790023 (1) ·
790106 (1) ·
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790212 (1) ·
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930525 (1) ·
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930528 (1) ·
930529 (1) ·
930940 (1) ·
931011 (1)
Location 009:
'0.1MI W of US-98 / SR-441' (1) ·
'0.25 mi N of Belvedere Rd' (1) ·
'0.9 mi N of Wickham Rd ' (1) ·
'1 mile N of SR 794 Yamato' (1) ·
'2 miles west of Turnpike ' (1) ·
'Babcock Street over I-95 ' (1) ·
'Between SR704 and 12th St' (1) ·
'BOYNTON BCH EAST OF TPK ' (1) ·
'BOYNTON BCH WEST OF TPK ' (1) ·
'CR-4139 over I-4 ' (1) ·
'E Jog Rd. & W SR 80 ' (1) ·
'East Tpk & West SR 809 ' (1) ·
'I 95 SR 786 Interchange ' (1) ·
'I-4 EB Ramp - I-95 ' (1) ·
'I-4 WB over I-4 EB Ramp B' (1) ·
'I-95 SR 704 interchange ' (1) ·
'North of Belvedere Rd ' (1) ·
'North of P. Beach Airport' (1) ·
'NW quad SR811/786 intchge' (1) ·
'SB Ramp to WPB Airport ' (1) ·
'SR 520 EB - Indian River ' (1) ·
'SR 520 WB Indian River ' (1) ·
'SR-528 WB - Indian River ' (1) ·
'SR-710 TPK Interchange ' (1) ·
'SR-A1A over Halifax River' (1) ·
'SW quadrant PB Int Airprt' (1) ·
'Tpk. SR 706 Interchange ' (1) ·
'US-192 EB - Indian River ' (1) ·
'US-192 WB-Indian River ' (1) ·
0.7 Mile N of SR-528 (1)
Latitude 016:
26241735 (1) ·
26314182 (1) ·
26314200 (1) ·
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29091631 (1) ·
29092639 (1)
Longitude 017:
80035422 (1) ·
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81044346 (1) ·
81143187 (1)
Owner 022:
Built 027:
Traffic 029:
114500 (1) ·
11500 (1) ·
12200 (1) ·
13000 (1) ·
13500 (1) ·
13600 (1) ·
14400 (1) ·
17000 (1) ·
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19300 (1) ·
21000 (1) ·
23500 (1) ·
24000 (1) ·
25000 (1) ·
25474 (1) ·
27500 (1) ·
3000 (1) ·
30500 (1) ·
36500 (1) ·
4484 (1) ·
47500 (1) ·
5800 (1) ·
6892 (1) ·
70815 (1) ·
72500 (1) ·
7300 (1) ·
75500 (1) ·
79000 (1) ·
8600 (1)
Service On 042a:
Service Under 042b:
Kind 043a: (Click arrow to add another value)
Type 043b:
Length 049:
Width 052:
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061: (Click arrow to add another value)
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)
Inspect Date 090:
Direction 102:
Deck Type 107:
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:
10063 (1) ·
11958 (1) ·
122864 (1) ·
125788 (1) ·
12666 (1) ·
130993 (1) ·
137065 (1) ·
14921 (1) ·
17280 (1) ·
198658 (1) ·
19952 (1) ·
21167 (1) ·
22555 (1) ·
23422 (1) ·
23596 (1) ·
29495 (1) ·
32098 (1) ·
33486 (1) ·
36435 (1) ·
40772 (1) ·
41640 (1) ·
43375 (1) ·
44197 (1) ·
47712 (1) ·
5182 (1) ·
5205 (1) ·
52918 (1) ·
63328 (1) ·
82413 (1)
Clearance 116:
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