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:
Route 005d:
Features 006a:
'Australian Ave and Canal' (1) ·
'Australian Avenue ' (1) ·
'Belvedere Rd to SB I-95 ' (1) ·
'Belvedere Road ' (1) ·
'BOYNTON CANAL C-16 ' (1) ·
'Burns Road ' (1) ·
'C-52 Canal ' (1) ·
'Canal ' (1) ·
'CR 709 & FECRR ' (1) ·
'CR 782 Linton Blvd ' (1) ·
'Depot Ave & El Rio Canal' (1) ·
'FL TPK (SR-91) ' (1) ·
'Galiano Rd & C-24 Canal ' (1) ·
'Galiano Rd. & C-24 Canal' (1) ·
'Gatlin Blvd ' (1) ·
'I-95 Ramps & CSXRR ' (1) ·
'I-95 Rmp A C D G & CSXRR' (1) ·
'Intracoastal Waterway ' (1) ·
'Jog Rd. & Turn Arounds ' (1) ·
'Kyoto Gardens Dr ' (1) ·
'Lake Ida Road ' (1) ·
'MAPLE CREEK ' (1) ·
'Mercer Ave and CSX RR ' (1) ·
'Ramps A G & C.S.X. RR ' (1) ·
'Ramps A&G/BelvedereRd/RR' (1) ·
'RCA Center Dr & FEC R/R ' (1) ·
'Rowland Canal ' (1) ·
'SR 806 (Atlantic Ave.) ' (1) ·
'SR 806 W Atlantic Avenue' (1) ·
'SR-507 ' (1) ·
'SR-91 (FL TPK) ' (1) ·
'SW 10th St. Lowson Blvd ' (1) ·
'Ten Mile Creek ' (1) ·
St Johns River (1) ·
St. Johns River (1)
Critical 006b:
Facility 007:
'CONGRESS AVE ' (1) ·
'I 95 SR 9 NB ' (1) ·
'I 95 SR 9 SB ' (1) ·
'I 95 to PBIA Ramp ' (1) ·
'MAPP RD ' (1) ·
'NB I 95 SR 9 ' (1) ·
'NB I-95 (S.R.9) ' (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) ·
'Roebuck Road ' (1) ·
'SB I 95 Off Ramp ' (1) ·
'SB I 95 SR 9 ' (1) ·
'SB I 95 to SR 80 ' (1) ·
'SB I-95 (SR 9) ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SB I-95 to PBIA ' (1) ·
'SR 80/Southern Bvd' (1) ·
'SR 811 to SB I 95 ' (1) ·
'SR 811 to SB I-95 ' (1) ·
'SR-507 ' (1) ·
'SR-60 EB ' (1) ·
'WB PGA Blvd. ' (1) ·
'West Farms Road ' (1) ·
US-192 EB (1) ·
US-192 WB (1)
Number 008:
Location 009:
'.5 miles South of SR-70 ' (1) ·
'.75 Mile South Midway Rd.' (1) ·
'0.25 mi N of Belvedere Rd' (1) ·
'0.3 mile North of SR 80 ' (1) ·
'0.5 mi N of Atlantic Ave ' (1) ·
'0.8Mi NORTH OF CR-804 ' (1) ·
'0.9 mi N of Wickham Rd ' (1) ·
'1 mile North of SR 80 ' (1) ·
'1.0 Mi West of Haverhill ' (1) ·
'1.0 Mile West of SR-710 ' (1) ·
'1.5 Mi. S of SR-70 ' (1) ·
'1.5 miles South of SR 806' (1) ·
'1.9MI S of CR-714 ' (1) ·
'1000'W of SR5 & E ofSR811' (1) ·
'2 mi. N of Gatlin Blvd. ' (1) ·
'2Mi. West of CR-512 ' (1) ·
'4.3 m N of Martin Co Line' (1) ·
'Between N Lake/PGA Blvds ' (1) ·
'Between N Lake/PGA Blvds.' (1) ·
'E Congress Ave & N SR 806' (1) ·
'E Congress Ave & S SR 806' (1) ·
'East Tpk & West SR 809 ' (1) ·
'I 95 Over Lowson Blvd ' (1) ·
'I-95 SR 806 interchange ' (1) ·
'I-95/SR 806 interchange ' (1) ·
'NW quad SR811/786 intchge' (1) ·
'PBIA/I-95 Interchange ' (1) ·
'SB Ramp to WPB Airport ' (1) ·
'SR-507 over Crane Creek ' (1) ·
US-192 EB-St Johns River (1) ·
US-192 WB- St Johns River (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
1006 (1) ·
104 (1) ·
106 (1) ·
118 (1) ·
12 (1) ·
127 (1) ·
128 (1) ·
146 (1) ·
162 (1) ·
195 (1) ·
200 (1) ·
28 (1) ·
287 (1) ·
29 (1) ·
326 (1) ·
37 (1) ·
38 (1) ·
463 (1) ·
49 (1) ·
519 (1) ·
536 (1) ·
58 (1) ·
596 (1) ·
60 (1) ·
62 (1) ·
63 (1) ·
68 (1) ·
7 (1) ·
70 (1) ·
82 (1) ·
896 (1) ·
9 (1) ·
94 (1)
Width 052:
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061:
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)
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: (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 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)
Future 114:
10063 (1) ·
10712 (1) ·
125788 (1) ·
148776 (1) ·
17350 (1) ·
176174 (1) ·
181308 (1) ·
198658 (1) ·
23422 (1) ·
24776 (1) ·
27760 (1) ·
288 (1) ·
3217 (1) ·
34700 (1) ·
46845 (1) ·
5182 (1) ·
55954 (1) ·
5899 (1) ·
63327 (1) ·
64629 (1) ·
67231 (1) ·
7634 (1) ·
8328 (1) ·
9196 (1)
Clearance 116:
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