Drilldown: bridge data
From Indian River Lagoon Project
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County 003:
Place 004:
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Route 005d:
Direction 005e:
Features 006a:
'11th Street Canal ' (1) ·
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'BARBARA BASIN ' (1) ·
'Berrys Canal ' (1) ·
'C-51/WEST PALM BCH CANAL' (1) ·
'Callalisa Creek ' (1) ·
'Canal ' (1) ·
'Canal - D ' (1) ·
'Conners Canal ' (1) ·
'E-2-E Canal ' (1) ·
'E-3 CANAL ' (1) ·
'E-4 CANAL ' (1) ·
'FLORIDA TURNPIKE SR-91 ' (1) ·
'FORK OF ST. LUCIE RIVER ' (1) ·
'Halifax River ' (1) ·
'I-95 ' (1) ·
'IWW Halifax River ' (1) ·
'IWW Indian River ' (1) ·
'LATERAL E DRAIN CANAL ' (1) ·
'LWDD CANAL E-1 ' (1) ·
'LWDD E-1 Canal ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD LATERAL 14 CANAL ' (1) ·
'Misner Creek ' (1) ·
'Nova Canal ' (1) ·
'Raulerson Canal ' (1) ·
'ROY'S SWALE ' (1) ·
'SR 802 LAKE WORTH RD ' (1) ·
'ST. LUCIE RIVER ' (1) ·
'Thompson River ' (1) ·
'Tide Relief Canal ' (1) ·
Banana River Relief (1)
Critical 006b:
Facility 007:
'10th Street ' (1) ·
'10TH AVE NORTH ' (1) ·
'27TH STREET ' (1) ·
'8th Street ' (1) ·
'BINKS FOREST DRIVE' (1) ·
'CLINT MOORE RD ' (1) ·
'JOG ROAD ' (1) ·
'Lake Worth Road ' (1) ·
'LINTON BLVD ' (1) ·
'Military Trail ' (1) ·
'MINER RD. ' (1) ·
'PRIMA VISTA BLVD. ' (1) ·
'S Williamson Blvd ' (1) ·
'SILVER FOX LANE ' (1) ·
'SIMARA STREET ' (1) ·
'SR-40 ' (1) ·
'SR-44 ' (1) ·
'SR-5A ' (1) ·
'SR-700 ' (1) ·
'SR-A1A ' (1) ·
'SR91 N/S TPK 93.3 ' (1) ·
'US-98 (SR-80) ' (1) ·
'Williamson Blvd ' (1) ·
'Willow Run Blvd. ' (1) ·
SR-520 (1)
Number 008:
700192 (1) ·
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Location 009:
'.2mi W of Clyde Morris Bl' (1) ·
'0.2 MILE WEST OF US-1 ' (1) ·
'0.25MI E OF SEWALLS PT RD' (1) ·
'0.3MI E of CONGRESS AVE. ' (1) ·
'0.5Mi S of SR-710 ' (1) ·
'0.5Mi W of MILITARY TRAIL' (1) ·
'0.7 mi south of PGA Blvd.' (1) ·
'0.8 MI W OF US-1 ' (1) ·
'0.9 MI W OF US-1 ' (1) ·
'0.9MI S OF SR-802 ' (1) ·
'0.9MI W OF MILITARY TRAIL' (1) ·
'1.0M S OF OKEECHOBEE BLVD' (1) ·
'1.4 miles North of US-92 ' (1) ·
'10thSt 1 Block E of Nova ' (1) ·
'2.0 MILES N OF SR 812 ' (1) ·
'2.2 Miles North of US-92 ' (1) ·
'3Mi. S of CR-717 ' (1) ·
'4 miles west of SR 7 ' (1) ·
'8th St West of SR-5A ' (1) ·
'A1A on Singer Island ' (1) ·
'A1A-Port Orange Relief ' (1) ·
'AT US-441 (SOUTHERN BLVD)' (1) ·
'AT US-441 SR-7 ' (1) ·
'Lake Worth Rd at FL Trnpk' (1) ·
'Lake Worth Rd. at SR-7 ' (1) ·
'S. Williamson BI-I-95 ' (1) ·
'SR-40 west of SR-5A ' (1) ·
'SR-44 - Berrys Canal ' (1) ·
'SR-44 - Callalisa Creek ' (1) ·
'SR-44 - Conners Canal ' (1) ·
'SR-44 - Indian River ' (1) ·
'SR-5A at 3rd St ' (1) ·
'SR-A1A over Halifax River' (1) ·
SR-520 - Banana River (1)
Latitude 016:
26243117 (1) ·
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Longitude 017:
80022456 (1) ·
80050618 (1) ·
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81031750 (1) ·
81031853 (1) ·
81051670 (1) ·
81052755 (1)
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
10200 (1) ·
120 (1) ·
13300 (1) ·
14168 (1) ·
14200 (1) ·
16000 (1) ·
190 (1) ·
2160 (1) ·
24900 (1) ·
25500 (1) ·
26500 (1) ·
28140 (1) ·
29500 (1) ·
30000 (1) ·
3025 (1) ·
30500 (1) ·
32000 (1) ·
34500 (1) ·
3500 (1) ·
35500 (1) ·
40000 (1) ·
46000 (1) ·
5000 (1) ·
550 (1) ·
6000 (1) ·
78500 (1) ·
8325 (1) ·
9700 (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:
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)
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:
10073 (1) ·
10410 (1) ·
136198 (1) ·
16830 (1) ·
17143 (1) ·
17697 (1) ·
200 (1) ·
23076 (1) ·
24637 (1) ·
27000 (1) ·
27760 (1) ·
330 (1) ·
43202 (1) ·
44243 (1) ·
45978 (1) ·
48823 (1) ·
51182 (1) ·
5205 (1) ·
52050 (1) ·
52918 (1) ·
55520 (1) ·
59858 (1) ·
6000 (1) ·
6072 (1) ·
61593 (1) ·
69400 (1) ·
79810 (1) ·
954 (1)
Clearance 116:
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