Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
12224 (1) ·
12279 (1) ·
15252 (1) ·
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15286 (1) ·
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19532 (1)
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'B-19 Canal / Trib 1 ' (1) ·
'C-37 Canal ' (1) ·
'Canal ' (1) ·
'CPB20 CANAL ' (1) ·
'Danforth Creek ' (1) ·
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'E-3 CANAL ' (1) ·
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'Indian River ' (1) ·
'Indian River IWW ' (1) ·
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'Lateral C Canal ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'N Fork Loxahatchee River' (1) ·
'PGA Blvd SR 786 ' (1) ·
'RELIEF CANAL ' (1) ·
'Rio Mar Bay ' (1) ·
'South Relief Canal ' (1) ·
'Spruce Creek ' (1) ·
'SR 786 PGA Blvd ' (1) ·
'SR-70 (Okeechobee Rd.) ' (1) ·
'SWEETIE SLOUGH ' (1) ·
'Turkey Creek ' (1)
Critical 006b:
Facility 007:
'5th Street SW ' (1) ·
'Bay Drive ' (1) ·
'CR-4009 ' (1) ·
'CR605 Old Dixie ' (1) ·
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'Esplanade Avenue ' (1) ·
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'I 95 NB SR 9 ' (1) ·
'Island Drive ' (1) ·
'Jupiter Boulevard ' (1) ·
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'PIONEER ROAD ' (1) ·
'Port Malabar Bl EB' (1) ·
'River Drive ' (1) ·
'SB I 95 SR 9 ' (1) ·
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'SPARROW DRIVE ' (1) ·
'Spotted Fawn Way ' (1) ·
'SR-406 ' (1) ·
'SR-808 (Glades Rd)' (1) ·
'SUNSET TRAIL ' (1) ·
'SW GREENRIDGE LANE' (1) ·
'TEQUESTA DRIVE ' (1) ·
'US-1 (SR-5) ' (1) ·
'US-192 ' (1) ·
'US-192 WB ' (1) ·
'WB Lake Worth Rd. ' (1)
Number 008:
700172 (1) ·
700174 (1) ·
700227 (1) ·
704203 (1) ·
705910 (1) ·
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794193 (1) ·
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940102 (1)
Location 009:
'.1 Mile W of US-A1A ' (1) ·
'0.1 Mile West of A1A ' (1) ·
'0.1MI N OF SANDPIPER AVE.' (1) ·
'0.2 Miles East of US-1 ' (1) ·
'0.3MI W OF RYL PALM BH BL' (1) ·
'0.6MI S of SW96 ST(CR76A)' (1) ·
'0.7MI WEST OF MAPP ROAD ' (1) ·
'1 Mi So. of SR-421 ' (1) ·
'1.2MI. W of US-1 ' (1) ·
'1.3 Mi. North of CR-606 ' (1) ·
'1.4 miles east of I-95 ' (1) ·
'1.6 miles East of SR-507 ' (1) ·
'100Ft. South of Bay Drive' (1) ·
'1mi. east of Jog Rd. ' (1) ·
'1mi. N of North Lake Blvd' (1) ·
'1mi. N of Northlake Blvd.' (1) ·
'2.5 mi East of TPK Exit ' (1) ·
'2.7 Miles South of SR-60 ' (1) ·
'200FT N/O Cap Diville Ave' (1) ·
'2mi S of SR-68(Orange Av)' (1) ·
'5th St. SW at CR-611 ' (1) ·
'82FT EAST OF SR-7 ' (1) ·
'At Lake Washington Rd ' (1) ·
'At Minton Rd. Intersectn ' (1) ·
'SR-406 over Indian River ' (1) ·
'US-192 WB-Indian River ' (1)
Latitude 016:
26214420 (1) ·
26323521 (1) ·
26370912 (1) ·
26401668 (1) ·
26415887 (1) ·
26421675 (1) ·
26502240 (1) ·
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29071179 (1)
Longitude 017:
80024595 (1) ·
80054930 (1) ·
80060655 (1) ·
80060720 (1) ·
80061282 (1) ·
80074786 (1) ·
80120806 (1) ·
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80231922 (1) ·
80254929 (1) ·
80352988 (1) ·
80354573 (1) ·
80355880 (1) ·
80401800 (1) ·
80424100 (1) ·
80475557 (1) ·
81013690 (1) ·
81015661 (1)
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
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)
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 not over waterway. (1)
Future 114:
Clearance 116:
Showing below up to 27 results in range #1 to #27.
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