Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004: (Click arrow to add another value)
Route 005d:
Features 006a:
'Australian Ave and Canal' (1) ·
'Australian Avenue ' (1) ·
'Belvedere Rd to SB I-95 ' (1) ·
'Belvedere Road ' (1) ·
'Canal ' (1) ·
'Canal 15 ' (1) ·
'Crane Creek ' (1) ·
'Crane Creek Canal L-7 ' (1) ·
'Eau Gallie River ' (1) ·
'Elbow Creek ' (1) ·
'EPB - 10 Canal ' (1) ·
'FEC RR & Georgia Ave. ' (1) ·
'I 95 and SR 704 ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 Ramps & CSXRR ' (1) ·
'I-95 Rmp A C D G & CSXRR' (1) ·
'Intracoastal Waterway ' (1) ·
'Loxahatchee River ' (1) ·
'LOXAHATCHEE WPB CANAL ' (1) ·
'Mercer Ave and CSX RR ' (1) ·
'Mercer Ave./CSX RR/Canal' (1) ·
'NB I-95 to Belvedere Rd.' (1) ·
'Ramps A G & C.S.X. RR ' (1) ·
'Ramps A&G/BelvedereRd/RR' (1) ·
'SR 91 TPK(OKEECH BV INT)' (1) ·
'Stub Canal & S.F.R.C. ' (1) ·
'Summit Boulevard ' (1) ·
'SWA Retention Canal ' (1) ·
'Turkey Creek ' (1) ·
'Turnpike (SR-91) ' (1) ·
'WPB Drainage Canal ' (1) ·
Horse Creek (1)
Critical 006b:
Facility 007:
'45th Street CR-702' (1) ·
'Apollo Boulevard ' (1) ·
'Belvede to NB I-95' (1) ·
'Congress Avenue ' (1) ·
'Croton Road ' (1) ·
'Dubber Road ' (1) ·
'E/B S.R. 704 ' (1) ·
'EB US 98 SR 80 ' (1) ·
'Fountainhead Blvd.' (1) ·
'Haverhill Road ' (1) ·
'I 95 SR 9 SB ' (1) ·
'I 95 to PBIA Ramp ' (1) ·
'I-95 (SR 9) ' (1) ·
'Jog Road ' (1) ·
'John Rodes Blvd. ' (1) ·
'NB I 95 SR 9 ' (1) ·
'NB I 95 SR 9 ' (1) ·
'NB I-95 to PBIA R ' (1) ·
'PBIA Rp to NB I-95' (1) ·
'PBIA to I-95 Ramp ' (1) ·
'PBIA to SB I-95 ' (1) ·
'Pinehurst Ave N ' (1) ·
'Riverbend Park Rd ' (1) ·
'SB I 95 Off Ramp ' (1) ·
'SB I 95 SR 9 ' (1) ·
'SB I 95 to SR 80 ' (1) ·
'SB I-95 to PBIA ' (1) ·
'Southern Boulevard' (1) ·
'SR 80 to NB I-95 ' (1) ·
'SR91 N/S TPK 103.1' (1) ·
'SR91 SB TPK 100.15' (1) ·
'US-1 ' (1) ·
'US-192 ' (1) ·
'US-98 (SR-80) ' (1) ·
'W/B S.R. 704 ' (1) ·
'WB SR704 to SB I95' (1) ·
'WB US 98 SR 80 ' (1) ·
'Wickham Road ' (1) ·
US-1 (1)
Number 008:
Location 009:
'.25m W of US-1 on US-98 ' (1) ·
'.5 Mi W of SR-507 ' (1) ·
'.5MI W of A1A & E of SR-5' (1) ·
'0.1 mi E of Wickham Road ' (1) ·
'0.2 Mile S of Aurora Road' (1) ·
'0.3 Mi N of 45th St ' (1) ·
'0.3 Mi S of Indiantown Rd' (1) ·
'0.3 mile North of SR 80 ' (1) ·
'0.9 mi N of Wickham Rd ' (1) ·
'1 mi N Palm Bch Lake Blvd' (1) ·
'1 mile North of SR 80 ' (1) ·
'1.0 M West of Haverhill R' (1) ·
'1.35Mi N of US-192 ' (1) ·
'100 ft West of Ruffner Rd' (1) ·
'2.6 Mi. S of SR-710 ' (1) ·
'3.0 MI NORTH OF SR-704 ' (1) ·
'Apollo Blvd - Eau Gallie ' (1) ·
'Between SR 80 and SR 882 ' (1) ·
'Between SR 882 and SR 80 ' (1) ·
'Between SR704 and 12th St' (1) ·
'Between SRA1A&SR80 Cswys.' (1) ·
'CR-509 .5 Mi N of SR-518 ' (1) ·
'I-95 SR 704 interchange ' (1) ·
'Just N. of Southern Blvd ' (1) ·
'North of Belvedere Rd ' (1) ·
'PBIA/I-95 Interchange ' (1) ·
'SB Ramp to WPB Airport ' (1) ·
'SR 80 / I-95 Interchange ' (1) ·
'SR 80/ I-95 interchange ' (1) ·
'US-1 over Elbow Creek ' (1) ·
'US-1 over Turkey Creek ' (1) ·
'US-1- Eau Gallie River ' (1) ·
'WEST PALM BEACH INTERCH. ' (1) ·
US-1 over Horse Creek (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
10000 (1) ·
1008 (1) ·
114500 (1) ·
11500 (1) ·
115000 (1) ·
12100 (1) ·
12530 (1) ·
12750 (1) ·
13716 (1) ·
15607 (1) ·
16000 (1) ·
17500 (1) ·
19300 (1) ·
213000 (1) ·
23500 (1) ·
25500 (1) ·
26500 (1) ·
28250 (1) ·
3012 (1) ·
31500 (1) ·
3400 (1) ·
35000 (1) ·
42500 (1) ·
4484 (1) ·
46500 (1) ·
4800 (1) ·
4850 (1) ·
500 (1) ·
52000 (1) ·
5300 (1) ·
5800 (1) ·
6042 (1) ·
68700 (1) ·
7300 (1)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
1006 (1) ·
104 (1) ·
112 (1) ·
12 (1) ·
157 (1) ·
16 (1) ·
161 (1) ·
162 (1) ·
18 (1) ·
198 (1) ·
23 (1) ·
263 (1) ·
27 (1) ·
292 (1) ·
333 (1) ·
357 (1) ·
46 (1) ·
463 (1) ·
47 (1) ·
519 (1) ·
52 (1) ·
536 (1) ·
596 (1) ·
6 (1) ·
60 (1) ·
62 (1) ·
67 (1) ·
68 (1) ·
7 (1) ·
8 (1) ·
82 (1) ·
896 (1) ·
9 (1) ·
98 (1)
Width 052:
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061:
Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. (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) ·
No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. (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: (Click arrow to add another value)
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 assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles by assessment, 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 is scour critical; bridge foundations determined to be unstable for assessed or calculated scour conditions: Scour within limits of footing or piles. Scour below spread-footing base or pile tips. (1) ·
Bridge not over waterway. (1) ·
Bridge with "unknown" foundation that has not been evaluated for scour. Until risk can be determined, a plan of action should be developed and implemented to reduce the risk to users from abridge failure during and immediately after a flood event. (1)
Future 114:
10063 (1) ·
10875 (1) ·
1165 (1) ·
119194 (1) ·
12666 (1) ·
15600 (1) ·
17350 (1) ·
18041 (1) ·
198658 (1) ·
19952 (1) ·
199525 (1) ·
20574 (1) ·
20994 (1) ·
22121 (1) ·
27500 (1) ·
27760 (1) ·
30362 (1) ·
33486 (1) ·
3494 (1) ·
369555 (1) ·
40772 (1) ·
42000 (1) ·
45978 (1) ·
49014 (1) ·
5182 (1) ·
54652 (1) ·
5899 (1) ·
625 (1) ·
73738 (1) ·
80678 (1) ·
8328 (1) ·
8415 (1) ·
90220 (1) ·
9196 (1)
Clearance 116:
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