Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
15199 (1) ·
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County 003:
Place 004:
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Route 005d:
Features 006a:
'Banana River ' (1) ·
'BOYNTON CANAL ' (1) ·
'C-18 Canal ' (1) ·
'CANAL ' (1) ·
'Canoe Creek ' (1) ·
'Drainage Ditch ' (1) ·
'E-2W CANAL ' (1) ·
'E3-canal ' (1) ·
'East Indian River Relief' (1) ·
'Habitat Connectivity ' (1) ·
'Holly Drive ' (1) ·
'I 95 SR 9 ' (1) ·
'I-4 ' (1) ·
'I-4 EB ' (1) ·
'ICWW ' (1) ·
'Indian River ' (1) ·
'Intracoastal Waterway ' (1) ·
'LAKE IDA CANAL ' (1) ·
'LAKE WORTH TRIBUTARY ' (1) ·
'Lake Worth Util Outfall ' (1) ·
'LATERAL CANAL #30 ' (1) ·
'Loxahatchee Slough ' (1) ·
'Main Relief Canal ' (1) ·
'SR-40 ' (1) ·
'SR-91 N/S TPK ' (1) ·
'St. Johns River ' (1) ·
'Stub Canal & S.F.R.C. ' (1) ·
'TEN MILE CREEK ' (1) ·
'TRIBUTARY OF MANATEE CRE' (1) ·
'Turnbull Creek ' (1) ·
'West Indian River Relief' (1) ·
'WEST PALM BEACH CANAL ' (1)
Critical 006b:
Facility 007:
'27th Street ' (1) ·
'Atlantic Avenue ' (1) ·
'BEL LIDO DRIVE ' (1) ·
'CR-A1A (DIXIE HWY)' (1) ·
'CR712A (MCCARTY RD' (1) ·
'East Island Access' (1) ·
'EB SR-710 ' (1) ·
'EB US 98 SR 80 ' (1) ·
'Golfview Ave ' (1) ·
'Golfview Avenue ' (1) ·
'Graves Ave ' (1) ·
'I-95 ' (1) ·
'I-95 (SR 9) ' (1) ·
'IBIS WAY ' (1) ·
'Loxahatchee Rvr Rd' (1) ·
'Melaleuca Lane ' (1) ·
'MERCER AVE ' (1) ·
'SB I-95 to 6 Ave S' (1) ·
'SB SR-5 (US-1) ' (1) ·
'Spanish River Blvd' (1) ·
'SR-40 EB ' (1) ·
'SR-44 EB ' (1) ·
'SR-520 EB ' (1) ·
'SR-520 WB ' (1) ·
'SR-528 ' (1) ·
'SR-A1A (Ocean Ave)' (1) ·
'SR91 N/S TPK 83.91' (1) ·
'SR91 N/S TPK 87.74' (1) ·
'SR91 On/Off Rmp106' (1) ·
'SR91 SB OFF RP81.9' (1) ·
'SR91 SB ON RP 81.9' (1) ·
'SW 22ND WAY ' (1) ·
'US-1 SB ' (1) ·
'WB SR-710 ' (1) ·
'WB US 98 SR 80 ' (1) ·
'West Island Access' (1)
Number 008:
700217 (1) ·
700219 (1) ·
700220 (1) ·
700221 (1) ·
704099 (1) ·
704100 (1) ·
790189 (1) ·
790193 (1) ·
790195 (1) ·
790217 (1) ·
790218 (1) ·
884077 (1) ·
890004 (1) ·
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890148 (1) ·
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931008 (1) ·
931009 (1) ·
931010 (1) ·
931011 (1) ·
934179 (1) ·
934361 (1) ·
935223 (1) ·
935306 (1) ·
935900 (1) ·
936801 (1) ·
937708 (1) ·
940030 (1)
Location 009:
'.2 mi. N of Port St. John' (1) ·
'.9 Mi. N of Port St. John' (1) ·
'0.1MI WEST OF A1A ' (1) ·
'0.25 MI N OF ATLANTIC AVE' (1) ·
'0.25 Mile N of Center St.' (1) ·
'0.3Mi E of Military Trail' (1) ·
'0.3MI N OF CR-712 ' (1) ·
'0.5Mi S of COVE RD ' (1) ·
'0.7 MI NORTH OF SR-804 ' (1) ·
'1.1Mi W of Miltiary Trail' (1) ·
'130ft. S of Aviation Blvd' (1) ·
'150 FT E of SW 10TH ST ' (1) ·
'2 miles East of SR-786 ' (1) ·
'2 miles East of SR786 ' (1) ·
'2.12 MI NORTH OF SR-806 ' (1) ·
'200ft. W of A1A ' (1) ·
'250FT N of BELVEDERE RD ' (1) ·
'4.03Miles E of SR5 on A1A' (1) ·
'Between N Lake/PGA Blvds.' (1) ·
'Between SR-A1A & SR-5 ' (1) ·
'East of Ernest Lyons Bri.' (1) ·
'Graves Ave over I-4 ' (1) ·
'I-95 over SR-40 ' (1) ·
'N of Roosevelt Bridge ' (1) ·
'NW Quad I-95/6th Ave S ' (1) ·
'SR 80 / I-95 Interchange ' (1) ·
'SR 80/ I-95 interchange ' (1) ·
'SR-40EB - Habitat Connect' (1) ·
'SR-44 EB - I-4 ' (1) ·
'SR-520 EB - Banana River ' (1) ·
'SR-520 EB-St. Johns River' (1) ·
'SR-520 WB - Banana River ' (1) ·
'SR-528 EB - Indian River ' (1) ·
'SR-710 TPK Interchange ' (1) ·
'US-1 SB - Turnbull Creek ' (1) ·
'West of Ernest Lyons Bri.' (1)
Latitude 016:
26231230 (1) ·
26235789 (1) ·
26272575 (1) ·
26272647 (1) ·
26274181 (1) ·
26290135 (1) ·
26302557 (1) ·
26322016 (1) ·
26362838 (1) ·
26364054 (1) ·
26382089 (1) ·
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26403485 (1) ·
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28275799 (1) ·
28491498 (1) ·
28565524 (1) ·
29010271 (1) ·
29152514 (1) ·
29153158 (1)
Longitude 017:
80022643 (1) ·
80035127 (1) ·
80040020 (1) ·
80040879 (1) ·
80041085 (1) ·
80041431 (1) ·
80041535 (1) ·
80044341 (1) ·
80055200 (1) ·
80065730 (1) ·
80071860 (1) ·
80074938 (1) ·
80075297 (1) ·
80101483 (1) ·
80101580 (1) ·
80102125 (1) ·
80102180 (1) ·
80103398 (1) ·
80103466 (1) ·
80105691 (1) ·
80111100 (1) ·
80113000 (1) ·
80115000 (1) ·
80154590 (1) ·
80242065 (1) ·
80265381 (1) ·
80385322 (1) ·
80385336 (1) ·
80440500 (1) ·
80494783 (1) ·
80495800 (1) ·
80513613 (1) ·
80522246 (1) ·
81065740 (1) ·
81110743 (1) ·
81135501 (1) ·
81153534 (1)
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
101 (1) ·
10500 (1) ·
13250 (1) ·
13600 (1) ·
14200 (1) ·
14600 (1) ·
14900 (1) ·
16000 (1) ·
171500 (1) ·
17982 (1) ·
1800 (1) ·
18041 (1) ·
200 (1) ·
25474 (1) ·
28250 (1) ·
28500 (1) ·
300 (1) ·
3000 (1) ·
3200 (1) ·
324 (1) ·
3450 (1) ·
3500 (1) ·
4200 (1) ·
500 (1) ·
6000 (1) ·
66000 (1) ·
7300 (1) ·
78500 (1) ·
8150 (1) ·
8200 (1) ·
90900 (1)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058:
Superstructure 059:
Substructure 060:
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 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:
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:
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 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:
10410 (1) ·
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121 (1) ·
12666 (1) ·
136198 (1) ·
14140 (1) ·
14227 (1) ·
157712 (1) ·
18218 (1) ·
18500 (1) ·
22989 (1) ·
23596 (1) ·
24637 (1) ·
25331 (1) ·
27760 (1) ·
297552 (1) ·
31199 (1) ·
3123 (1) ·
31301 (1) ·
44197 (1) ·
49014 (1) ·
49448 (1) ·
500 (1) ·
5040 (1) ·
521 (1) ·
5552 (1) ·
5986 (1) ·
600 (1) ·
6073 (1) ·
6940 (1)
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