Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
15274 (1) ·
15578 (1) ·
15604 (1) ·
15610 (1) ·
15613 (1) ·
15632 (1) ·
15678 (1) ·
15685 (1) ·
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County 003:
Place 004: (Click arrow to add another value)
Route 005d:
Features 006a:
'Burns Road ' (1) ·
'C-18 CANAL ' (1) ·
'Donald Ross Road ' (1) ·
'Drainage Canal ' (1) ·
'Holly Drive ' (1) ·
'HUNGRYLAND CANAL C-18 ' (1) ·
'I 95 SR 9 ' (1) ·
'Intracoastal Waterway ' (1) ·
'Kyoto Gardens Dr ' (1) ·
'Lake Worth Creek Canal ' (1) ·
'Little Lake Worth ' (1) ·
'LOXAHATCHEE CREEK ' (1) ·
'LOXAHATCHEE RIVER ' (1) ·
'Loxahatchee Slough ' (1) ·
'Military Trail ' (1) ·
'Northlake Blvd. ' (1) ·
'RCA Center Dr & FEC R/R ' (1) ·
'RELIEF CANAL ' (1) ·
'RETENTION POND ' (1) ·
'SR-91 (Fla. Turnpike) ' (1) ·
'Triple box culvert ' (1)
Critical 006b:
Facility 007:
'DYER PARK ROAD ' (1) ·
'EB SR-710 ' (1) ·
'HOLLY DRIVE ' (1) ·
'Hood Road ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 (SR 9) ' (1) ·
'Indiantown Rd. ' (1) ·
'LIGHTHOUSE DRIVE ' (1) ·
'NB I 95 SR 9 ' (1) ·
'NB I-95 ( SR-9 ) ' (1) ·
'NB I-95 (S.R.9) ' (1) ·
'NB SR 5 (US-1) ' (1) ·
'PGA Blvd (SR786) ' (1) ·
'SB I 95 SR 9 ' (1) ·
'SB I 95 SR 9 Ramp ' (1) ·
'SB I-95 ( SR-9 ) ' (1) ·
'SB I-95 (SR 9) ' (1) ·
'SB SR 5 (US-1) ' (1) ·
'SE ISLAND WAY ROAD' (1) ·
'SR 811 to SB I 95 ' (1) ·
'SR 811 to SB I-95 ' (1) ·
'SR A1A ' (1) ·
'SR-710 ' (1) ·
'SR-786(PGA BLVD) ' (1) ·
'SR91 N/S TPK 115.5' (1) ·
'SR91 N/S TPK 117.5' (1) ·
'US-1 (SR-5) ' (1) ·
'WB SR-710 ' (1)
Number 008:
894019 (1) ·
930005 (1) ·
930121 (1) ·
930171 (1) ·
930178 (1) ·
930239 (1) ·
930241 (1) ·
930344 (1) ·
930356 (1) ·
930374 (1) ·
930378 (1) ·
930382 (1) ·
930383 (1) ·
930386 (1) ·
930387 (1) ·
930391 (1) ·
930394 (1) ·
930398 (1) ·
930493 (1) ·
930516 (1) ·
930517 (1) ·
930518 (1) ·
930521 (1) ·
930526 (1) ·
930535 (1) ·
930536 (1) ·
930541 (1) ·
930542 (1) ·
930543 (1) ·
930544 (1) ·
930546 (1) ·
930557 (1) ·
934140 (1) ·
937001 (1) ·
937002 (1)
Location 009:
'.25 mi N of SR 706 ' (1) ·
'.3 mi N of SR 706 ' (1) ·
'.5 mi East of I-95 ' (1) ·
'.5mi W. of N. Lake Blvd. ' (1) ·
'0.1MI W of HAVERHILL RD. ' (1) ·
'0.2 MI S OF MARTIN CO LIN' (1) ·
'0.25 mile North of SR 786' (1) ·
'0.25 N of SR 706 ' (1) ·
'0.2MI E of LOXAHATCHEE RD' (1) ·
'0.3 mi east of US 1 & PGA' (1) ·
'0.3 mile South of SR 706 ' (1) ·
'0.3M W of ALT A1A(SR-811)' (1) ·
'0.3Mi W of Alt-A1A/SR-811' (1) ·
'0.4 mile North of 45th St' (1) ·
'0.5 mi. N of N Lakes Blvd' (1) ·
'0.5mi East of SR-786 ' (1) ·
'03 mi N of SR 706 ' (1) ·
'1.0MI SOUTH OF SR-706 ' (1) ·
'1.5 mile North of SR 786 ' (1) ·
'1.61mi east of PGA&SR710 ' (1) ·
'2 miles East of SR-786 ' (1) ·
'2 miles East of SR786 ' (1) ·
'3/4 MI North of SR-706 ' (1) ·
'Between N Lake/PGA Blvds ' (1) ·
'Between N Lake/PGA Blvds.' (1) ·
'Between SR 710 and 786 ' (1) ·
'I-95 / Donald Ross Rd ' (1) ·
'NW quad SR811/786 intchge' (1) ·
'PGA Blvd 2.3mi. W of TPK.' (1) ·
'South of Ramp to SR 706 ' (1) ·
'SR 706 to I 95 Ramp ' (1) ·
'Tpk. / SR 706 Interchange' (1)
Latitude 016:
25564070 (1) ·
26455600 (1) ·
26470845 (1) ·
26483165 (1) ·
26484490 (1) ·
26490150 (1) ·
26490539 (1) ·
26492016 (1) ·
26492039 (1) ·
26492346 (1) ·
26492500 (1) ·
26494986 (1) ·
26495114 (1) ·
26500886 (1) ·
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26564568 (1) ·
26571548 (1) ·
26582879 (1)
Longitude 017:
80032660 (1) ·
80045783 (1) ·
80045820 (1) ·
80050309 (1) ·
80050346 (1) ·
80050482 (1) ·
80052354 (1) ·
80053044 (1) ·
80053750 (1) ·
80054600 (1) ·
80054615 (1) ·
80054982 (1) ·
80055200 (1) ·
80055205 (1) ·
80055250 (1) ·
80055370 (1) ·
80061820 (1) ·
80070400 (1) ·
80071351 (1) ·
80074066 (1) ·
80074402 (1) ·
80081246 (1) ·
80083165 (1) ·
80085515 (1) ·
80085650 (1) ·
80085830 (1) ·
80090356 (1) ·
80092239 (1) ·
80095581 (1) ·
80095948 (1) ·
80101483 (1) ·
80101580 (1) ·
80102860 (1) ·
80112928 (1) ·
80901477 (1)
Owner 022:
Built 027:
Traffic 029:
12600 (1) ·
13500 (1) ·
14000 (1) ·
14600 (1) ·
160500 (1) ·
171500 (1) ·
18800 (1) ·
213000 (1) ·
3300 (1) ·
3500 (1) ·
4000 (1) ·
4300 (1) ·
44400 (1) ·
47500 (1) ·
48000 (1) ·
500 (1) ·
52652 (1) ·
6000 (1) ·
65500 (1) ·
71250 (1) ·
85750 (1) ·
9100 (1) ·
9188 (1) ·
9400 (1) ·
9450 (1) ·
9800 (1)
Service On 042a: (Click arrow to add another value)
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 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) ·
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) ·
113642 (1) ·
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148776 (1) ·
15789 (1) ·
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23422 (1) ·
24290 (1) ·
25331 (1) ·
278468 (1) ·
297552 (1) ·
32618 (1) ·
369555 (1) ·
4500 (1) ·
5726 (1) ·
600 (1) ·
6073 (1) ·
7460 (1) ·
77034 (1) ·
82412 (1) ·
83280 (1) ·
91351 (1)
Clearance 116:
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