Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
15604 (1) ·
15610 (1) ·
15613 (1) ·
15644 (1) ·
15678 (1) ·
15685 (1) ·
15696 (1) ·
15697 (1) ·
15711 (1) ·
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County 003:
Place 004: (Click arrow to add another value)
Features 006a:
'ARCHIES CREEK ' (1) ·
'C-18 CANAL ' (1) ·
'C-51 Canal ' (1) ·
'DRAINAGE CANAL ' (1) ·
'EARMAN RIVER CANAL C-17 ' (1) ·
'EPB CANAL C-3 ' (1) ·
'FL. TPK. SR-91 ' (1) ·
'Golf Cart Underpass ' (1) ·
'Holly Drive ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 ' (1) ·
'LATERAL CANAL L-5 ' (1) ·
'Little Lake Worth ' (1) ·
'Loxahatchee Slough ' (1) ·
'LWDD L-5 CANAL ' (1) ·
'Military Trail ' (1) ·
'Northlake Blvd. ' (1) ·
'RCA CANAL ' (1) ·
'RELIEF CANAL ' (1) ·
'RETENTION POND ' (1) ·
'SCOTTS CANAL ' (1) ·
'SR 91 TPK ' (1) ·
'SR 91 TPK (PGA BV INT) ' (1) ·
'Thompson River ' (1) ·
'Triple box culvert ' (1) ·
'US 98-SR 80-WPB Canal ' (1)
Critical 006b:
Facility 007:
'ALLAMANDA BLVD. ' (1) ·
'Central Blvd ' (1) ·
'Central Blvd. ' (1) ·
'DYER PARK ROAD ' (1) ·
'Haverhill Rd ' (1) ·
'HOLLY DRIVE ' (1) ·
'HOOD RD 110.944 ' (1) ·
'Hood Road ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 (SR 9) ' (1) ·
'Investment Lane ' (1) ·
'LARCH AVE ' (1) ·
'LIGHTHOUSE DRIVE ' (1) ·
'MAC ARTHUR BLVD ' (1) ·
'MARGINAL RD ' (1) ·
'Military Trail ' (1) ·
'MONET ROAD ' (1) ·
'PGA Blvd (SR786) ' (1) ·
'PGA Blvd. (SR 786)' (1) ·
'PROS. FARMS ROAD ' (1) ·
'PROSPERITY FARM RD' (1) ·
'PROSPERITY FARMSRD' (1) ·
'SR A1A ' (1) ·
'SR-710 ' (1) ·
'SR-786(PGA BLVD) ' (1) ·
'SR-91TPK NBSB 97.4' (1) ·
'SR91 N/S TPK 96.55' (1) ·
'SR91 NB TPK 109.5 ' (1) ·
'SR91SB ON/OFF 98.0' (1)
Number 008:
930121 (1) ·
930171 (1) ·
930178 (1) ·
930265 (1) ·
930344 (1) ·
930356 (1) ·
930378 (1) ·
930379 (1) ·
930398 (1) ·
930441 (1) ·
930447 (1) ·
930516 (1) ·
930517 (1) ·
930546 (1) ·
930557 (1) ·
931004 (1) ·
931005 (1) ·
931013 (1) ·
934135 (1) ·
934137 (1) ·
934138 (1) ·
934139 (1) ·
934140 (1) ·
934162 (1) ·
934175 (1) ·
934214 (1) ·
934295 (1) ·
936551 (1) ·
937000 (1) ·
937001 (1) ·
937002 (1) ·
937003 (1) ·
937007 (1)
Location 009:
'.5mi W. of N. Lake Blvd. ' (1) ·
'0.1 MI S of LIGHTHOUSE DR' (1) ·
'0.10 MI S of BURNS ROAD ' (1) ·
'0.1MI W of HAVERHILL RD. ' (1) ·
'0.1MI W OF MILITARY TRAIL' (1) ·
'0.25 mile North of SR 786' (1) ·
'0.2MI E OF PROSPERITY FM ' (1) ·
'0.2MI S OF DONALD ROSS ' (1) ·
'0.3 mi east of US 1 & PGA' (1) ·
'0.3M W of ALT A1A(SR-811)' (1) ·
'0.3MI S OF PIONEER RD ' (1) ·
'0.3Mi W of Alt-A1A/SR-811' (1) ·
'0.4 mile North of 45th St' (1) ·
'0.5 E of Military Trail ' (1) ·
'0.5 mi. N of N Lakes Blvd' (1) ·
'0.5mi East of SR-786 ' (1) ·
'0.7 mi south of PGA Blvd.' (1) ·
'0.76 MI SOUTH OF SR 80 ' (1) ·
'0.9 MILE N OF PGA BLVD. ' (1) ·
'0.95 MI N of PGA Blvd. ' (1) ·
'1 mile North of SR 786 ' (1) ·
'1.5 mile North of SR 786 ' (1) ·
'1.61mi east of PGA&SR710 ' (1) ·
'1.8 MI N OF PGA BLV/SR786' (1) ·
'4.3 MI NORTH OF SR-802 ' (1) ·
'500' N OF SR-80 (S.BLVD) ' (1) ·
'Between N Lake/PGA Blvds.' (1) ·
'Between SR 710 and 786 ' (1) ·
'Palm Beach Garden Interch' (1) ·
'PGA Blvd 2.3mi. W of TPK.' (1) ·
'S of Southrn/Haverhll Int' (1) ·
'S SIDE OF RCA/MONET ROAD ' (1) ·
'Tpk/PGA Blvd interchange ' (1)
Latitude 016:
26401000 (1) ·
26401030 (1) ·
26403896 (1) ·
26404472 (1) ·
26410696 (1) ·
26455600 (1) ·
26470845 (1) ·
26475245 (1) ·
26483165 (1) ·
26484490 (1) ·
26490130 (1) ·
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26504000 (1) ·
26510969 (1) ·
26512802 (1) ·
26512989 (1) ·
26515340 (1) ·
26515528 (1) ·
26524856 (1)
Longitude 017:
80032660 (1) ·
80040825 (1) ·
80041852 (1) ·
80042035 (1) ·
80043160 (1) ·
80043826 (1) ·
80051210 (1) ·
80052354 (1) ·
80053044 (1) ·
80053750 (1) ·
80055200 (1) ·
80055250 (1) ·
80055370 (1) ·
80055517 (1) ·
80061820 (1) ·
80061936 (1) ·
80062177 (1) ·
80064901 (1) ·
80070400 (1) ·
80070800 (1) ·
80071317 (1) ·
80071351 (1) ·
80074430 (1) ·
80074689 (1) ·
80074716 (1) ·
80092239 (1) ·
80094590 (1) ·
80095948 (1) ·
80095982 (1) ·
80102169 (1) ·
80102860 (1) ·
80104062 (1) ·
80112928 (1)
Owner 022:
Built 027:
Traffic 029:
121 (1) ·
12600 (1) ·
13716 (1) ·
14600 (1) ·
1500 (1) ·
15043 (1) ·
15300 (1) ·
160500 (1) ·
171500 (1) ·
17300 (1) ·
213000 (1) ·
23000 (1) ·
26000 (1) ·
3300 (1) ·
34500 (1) ·
3500 (1) ·
4300 (1) ·
500 (1) ·
5000 (1) ·
630 (1) ·
6650 (1) ·
7000 (1) ·
7400 (1) ·
77000 (1) ·
800 (1) ·
8800 (1) ·
9100 (1) ·
9188 (1) ·
9800 (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 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) ·
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:
Direction 102: (Click arrow to add another value)
Rebuilt 106:
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:
10250 (1) ·
1041 (1) ·
11538 (1) ·
12839 (1) ·
133595 (1) ·
1388 (1) ·
150 (1) ·
15268 (1) ·
15789 (1) ·
15941 (1) ·
17003 (1) ·
1800 (1) ·
20574 (1) ·
21861 (1) ·
25331 (1) ·
26100 (1) ·
26546 (1) ·
278468 (1) ·
297552 (1) ·
30015 (1) ·
369555 (1) ·
39905 (1) ·
45110 (1) ·
5726 (1) ·
59858 (1) ·
600 (1) ·
6000 (1) ·
6073 (1) ·
7460 (1)
Clearance 116:
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