Drilldown: bridge data
From Indian River Lagoon Project
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County 003:
Place 004:
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Route 005d:
Features 006a:
'BOYNTON CANAL C-16 ' (1) ·
'C-1 Canal ' (1) ·
'C-51 Canal ' (1) ·
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'INTRACOASTAL WATERWAY ' (1) ·
'Lateral A Canal ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'M CANAL ' (1) ·
'MAIN CANAL VERO BEACH ' (1) ·
'Okeechobee Waterway ' (1) ·
'Pluckebaum Canal ' (1) ·
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'SFC DIST CANAL NO 1 ' (1) ·
'SR 91 TPK (PGA BV INT) ' (1) ·
'SR-713 (King Hwy) ' (1) ·
'ST LUCIE CANAL ' (1) ·
'St. Lucie Canal/SR-76 ' (1) ·
'US 92 ' (1) ·
'US-1 & FECRR ' (1) ·
'WEST PALM BEACH CANAL ' (1) ·
'WILLOUGHBY CREEK ' (1) ·
Addison Canal (1)
Critical 006b: (Click arrow to add another value)
Facility 007:
'33rd Street ' (1) ·
'Babcock Street ' (1) ·
'BISCAYNE DRIVE ' (1) ·
'CONGRESS AVE ' (1) ·
'CR-630 (41st St.) ' (1) ·
'CR-714 Indian St. ' (1) ·
'CR-76A ' (1) ·
'CR-812 OCEAN AVE ' (1) ·
'HARRIS RD ' (1) ·
'HURON WAY ' (1) ·
'I-4 Ramp B ' (1) ·
'LAWRENCE ROAD ' (1) ·
'NB SR-9 (I-95) ' (1) ·
'NEW ENGLAND BLVD ' (1) ·
'NORFOLK BLVD. ' (1) ·
'Old Dixie Highway ' (1) ·
'Pace Drive ' (1) ·
'Palm Bay Parkway ' (1) ·
'Range Rd ' (1) ·
'SB SR-9 (I-95) ' (1) ·
'SE ST LUCIE BLVD ' (1) ·
'Service Road ' (1) ·
'SR-44 ' (1) ·
'SR-50 ' (1) ·
'SR-710 EB ' (1) ·
'SR91 NB TPK 109.5 ' (1) ·
'Trailwood Drive ' (1) ·
'US-1 (SR-5) ' (1) ·
I-95 (1)
Number 008:
700178 (1) ·
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Location 009:
'0.1 MI West of SR-76 ' (1) ·
'0.1Mi E of ONTARIO DRIVE ' (1) ·
'0.1MI E OF US-441 SR-7 ' (1) ·
'0.1MI. E of KANNER HWY ' (1) ·
'0.2 MI SOUTH OF 45TH ST ' (1) ·
'0.25Mi S/O Wiltshire Blvd' (1) ·
'0.26 Mi South of Pace Dr.' (1) ·
'0.3 Mile East of US-1 ' (1) ·
'0.4 mi N. of SR-80 ' (1) ·
'0.5 MI W OF HAVERHILL RD ' (1) ·
'0.75 Mi. South of SR-520 ' (1) ·
'0.75 Mile North of SR-60 ' (1) ·
'0.7MI S OF 45TH STREET ' (1) ·
'0.8Mi N OF BOYNTON BCH B ' (1) ·
'1.5 Mile West of SR-76 ' (1) ·
'1.5mi N of SR-68 ' (1) ·
'1/2MI S of INDIAN ST. ' (1) ·
'2 Mi West of Jupiter Blvd' (1) ·
'2.1 Miles E of CR-609 ' (1) ·
'4.3 mi S of Wltr Brdmn Ln' (1) ·
'4.5 mi S of Wltr Brdmn Ln' (1) ·
'8 mi South of Malabar Rd ' (1) ·
'80ft. East of 66th Ave. ' (1) ·
'At CR-615 (66th Avenue) ' (1) ·
'AT TEDDAR ROAD ' (1) ·
'I-4 Connector over US-92 ' (1) ·
'Palm Beach Garden Interch' (1) ·
'SR-44 over US-1 ' (1) ·
'SR-50 1.0 Mi East of I-95' (1) ·
I-95 over Addison Canal (1)
Latitude 016:
26232019 (1) ·
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Longitude 017:
80024400 (1) ·
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81070580 (1)
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
10000 (1) ·
1200 (1) ·
12500 (1) ·
1340 (1) ·
14600 (1) ·
150 (1) ·
16000 (1) ·
16747 (1) ·
18000 (1) ·
18300 (1) ·
18700 (1) ·
19900 (1) ·
200 (1) ·
20500 (1) ·
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22000 (1) ·
2993 (1) ·
3100 (1) ·
3111 (1) ·
318 (1) ·
3600 (1) ·
36500 (1) ·
400 (1) ·
480 (1) ·
5450 (1) ·
5700 (1) ·
7400 (1) ·
748 (1) ·
9633 (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) ·
No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. (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 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 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) ·
Bridge with "unknown" foundation that has not been evaluated for scour. Until risk can be determined, a plan of action should be developed and implemented to reduce the risk to users from abridge failure during and immediately after a flood event. (1)
Future 114:
11174 (1) ·
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12839 (1) ·
1440 (1) ·
15000 (1) ·
1603 (1) ·
19426 (1) ·
200 (1) ·
25331 (1) ·
27760 (1) ·
300 (1) ·
31230 (1) ·
31751 (1) ·
32445 (1) ·
34526 (1) ·
3460 (1) ·
35568 (1) ·
37302 (1) ·
38170 (1) ·
400 (1) ·
4858 (1) ·
500 (1) ·
521 (1) ·
5379 (1) ·
5398 (1) ·
580 (1) ·
6246 (1) ·
63328 (1) ·
9456 (1) ·
9890 (1)
Clearance 116:
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