Drilldown: bridge data
From Indian River Lagoon Project
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Place 004:
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Route 005d:
Features 006a:
'11th Street Canal ' (1) ·
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'LWDD E-3 CANAL ' (1) ·
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'M CANAL ' (1) ·
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'Over D Canal ' (1) ·
'PARK LATERAL CANAL ' (1) ·
'RELIEF CANAL ' (1) ·
'S-5 Discharge Canal ' (1) ·
'SR 804 BOYNTON BCH BLVD ' (1) ·
'SR 91 TPK ' (1) ·
'SR-91 (Fl. Tpk.) ' (1) ·
'St Johns River ' (1) ·
'TIDAL CANAL ' (1) ·
'Turkey Creek ' (1) ·
'WILLOUGHBY CREEK ' (1) ·
Six Mile Creek (1)
Critical 006b:
Facility 007:
'Alta Drive ' (1) ·
'Boynton Bch Blvd ' (1) ·
'Boynton Bch Blvd. ' (1) ·
'CR-512 ' (1) ·
'CR-613 (58TH AVE.)' (1) ·
'DONALD ROSS RD WB ' (1) ·
'EB SR706 ' (1) ·
'HAVERHILL ROAD ' (1) ·
'HOOD RD 110.944 ' (1) ·
'Indian Lake Road ' (1) ·
'INDIAN STREET ' (1) ·
'JOG ROAD SB ' (1) ·
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'N CENTRAL PARK BLV' (1) ·
'PARK AVE. W. ' (1) ·
'Port St. John Pkwy' (1) ·
'SIMARA STREET ' (1) ·
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'SR91 N/S TPK 86.95' (1) ·
'SR91 NB TPK 86.69 ' (1) ·
'SR91 NB TPK 86.88 ' (1) ·
'SR91 NB TPK 91.26 ' (1) ·
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'SR91 SB TPK 87.213' (1) ·
'SR91 SB TPK 91.26 ' (1) ·
'Tangerine Drive ' (1) ·
'US-1 ' (1) ·
'US-98 SR700 US441 ' (1) ·
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'WB SR 706 ' (1) ·
SR-46 (1)
Number 008:
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Location 009:
'0.3MI S OF SR-60 ' (1) ·
'0.3MI W OF CONGRESS AVE ' (1) ·
'0.5 MILES WEST OF SR-809 ' (1) ·
'0.6MI N OF PLMTTO PARK RD' (1) ·
'0.7MI E of DIXIE HWY A1A ' (1) ·
'0.7Mi S OF CR-702/45TH ST' (1) ·
'0.8MI WEST OF US-1 ' (1) ·
'1.7mi W Forrest/Tangerine' (1) ·
'1.8 MI N OF PGA BLV/SR786' (1) ·
'1.9Mi S of WOOLBRIGHT ' (1) ·
'1MILE E OF HATTON HWY ' (1) ·
'2.1 M S OF LAKEWORTH INTR' (1) ·
'2.1MI S LAKEWORTH INTERCH' (1) ·
'2.3mi N on Indian Lake Rd' (1) ·
'21.0 Mi North of US-27 ' (1) ·
'6.2 MILES SOUTH OF SR-802' (1) ·
'650FT E OF SEWALLS PT. RD' (1) ·
'7MI NORTH OF SR-60 ' (1) ·
'9.2MI N OF SR-60 ' (1) ·
'At LPGA Blvd. ' (1) ·
'BOYNTON BCH EAST OF TPK ' (1) ·
'BOYNTON BCH WEST OF TPK ' (1) ·
'Indiantown Rd./ICW ' (1) ·
'Indiantown Rd/ ICW ' (1) ·
'Port St. John Pkwy - I-95' (1) ·
'SR-520 WB -St Johns River' (1) ·
'SR-700 CANAL POINT ' (1) ·
'Turnpike at Stuart exit. ' (1) ·
'US-1 over Turkey Creek ' (1) ·
SR-46 over Six Mile Cr (1)
Latitude 016:
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Built 027: (Click arrow to add another value)
Traffic 029:
100 (1) ·
101 (1) ·
11000 (1) ·
120 (1) ·
1500 (1) ·
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3000 (1) ·
3200 (1) ·
354 (1) ·
36500 (1) ·
39250 (1) ·
46000 (1) ·
47500 (1) ·
5 (1) ·
5900 (1) ·
6 (1) ·
6761 (1) ·
7000 (1) ·
7400 (1) ·
8000 (1) ·
8200 (1) ·
90900 (1) ·
910 (1) ·
9350 (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) ·
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)
Inspect Date 090: (Click arrow to add another value)
Direction 102:
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 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 not over waterway. (1)
Future 114:
10236 (1) ·
10250 (1) ·
1092 (1) ·
11730 (1) ·
121 (1) ·
12839 (1) ·
13880 (1) ·
14227 (1) ·
15000 (1) ·
157712 (1) ·
16222 (1) ·
1800 (1) ·
200 (1) ·
22080 (1) ·
32098 (1) ·
3750 (1) ·
4 (1) ·
41640 (1) ·
428 (1) ·
45110 (1) ·
45978 (1) ·
5205 (1) ·
5552 (1) ·
63328 (1) ·
68099 (1) ·
79810 (1) ·
82413 (1) ·
9 (1)
Clearance 116:
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