Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- definition (254)
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- weblink (123)
Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
None (1) ·
24350 (1) ·
54175 (1) ·
Boca Raton (1) ·
Boynton Beach (1) ·
Delray Beach (1) ·
Fort Pierce (1) ·
Golf village (1) ·
Greenacres City (1) ·
Hypoluxo (1) ·
Melbourne (1) ·
Merritt Island (1) ·
New Smyrna Beach (1) ·
North Palm Beach village (1) ·
Palm Beach Gardens (1) ·
Port Orange (1) ·
Royal Palm Beach village (1) ·
Wellington village (1) ·
West Palm Beach (1)
Route 005d:
Direction 005e:
Features 006a:
'B-19 Canal ' (1) ·
'Banana River ' (1) ·
'C-51/WEST PALM BCH CANAL' (1) ·
'Callalisa Creek ' (1) ·
'Canal - D ' (1) ·
'Canal 29 (5 mile creek) ' (1) ·
'Canal C-51 ' (1) ·
'E-4 CANAL ' (1) ·
'Halifax River ' (1) ·
'I-4 ' (1) ·
'I-95 ' (1) ·
'IWW Halifax River ' (1) ·
'IWW Indian River ' (1) ·
'KELLER (E-4) CANAL ' (1) ·
'L-30 CANAL ' (1) ·
'L-5 Canal ' (1) ·
'Lake Gertie ' (1) ·
'LWDD CANAL E-1 ' (1) ·
'LWDD E-1 Canal ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD E-4 Canal ' (1) ·
'LWDD E3 Canal ' (1) ·
'Mercer Ave./CSX RR/Canal' (1) ·
'Moore's Creek ' (1) ·
'NB I-95 to Belvedere Rd.' (1) ·
'SR 811 & FEC RR ' (1) ·
'SR-91 TPK-DRAINAGE CANAL' (1) ·
'SR-91 TPK/DRAINAGE CANAL' (1) ·
'St Johns River Relief ' (1) ·
'ST LUCIE CANAL ' (1) ·
'Thompson River ' (1) ·
'Tide Relief Canal ' (1) ·
'US-17-92-St Johns River ' (1) ·
'West Palm Beach Canal ' (1) ·
Horse Creek (1)
Critical 006b:
Facility 007:
'10TH AVE NORTH ' (1) ·
'2nd AVENUE NORTH ' (1) ·
'Belvede to NB I-95' (1) ·
'BINKS FOREST DRIVE' (1) ·
'CLINT MOORE RD ' (1) ·
'CR-92 EB ' (1) ·
'EB SR 786 ' (1) ·
'Enterprise Rd. ' (1) ·
'HYPOLUXO ROAD WB ' (1) ·
'I-4 EB ' (1) ·
'Investment Lane ' (1) ·
'Lake Worth Road ' (1) ·
'Levee Road ' (1) ·
'Linton Blvd. ' (1) ·
'LittleRanchesTrail' (1) ·
'Military Trail ' (1) ·
'MILITARY TRAIL NB ' (1) ·
'MILITARY TRAIL SB ' (1) ·
'MINER RD. ' (1) ·
'N 13th Street ' (1) ·
'NB US-441 (SR-7) ' (1) ·
'SB US-441 (SR-7) ' (1) ·
'SR 68 (Orange Ave)' (1) ·
'SR 80 to NB I-95 ' (1) ·
'SR-415 ' (1) ·
'SR-44 ' (1) ·
'SR-520 ' (1) ·
'SR-91 TPK NB 131.0' (1) ·
'SR-A1A ' (1) ·
'SW 18TH ST WB ' (1) ·
'SW 18TH ST. EB ' (1) ·
'US-98 (SR-80) ' (1) ·
'WB SR 786 ' (1) ·
'Willow Run Blvd. ' (1) ·
'Woolbright Road ' (1) ·
US-1 (1)
Number 008:
Location 009:
'.2mi W of Clyde Morris Bl' (1) ·
'0.3MI E of CONGRESS AVE. ' (1) ·
'0.3Mi N of Orange Ave. ' (1) ·
'0.4 Mile West of US 17-92' (1) ·
'0.5 E of Military Trail ' (1) ·
'0.5 MI. W of Military Tr ' (1) ·
'0.5 Mile West of I-95 ' (1) ·
'0.5Mi E of SR807 Congress' (1) ·
'0.6 Mile West of US-27 ' (1) ·
'0.7 mi south of PGA Blvd.' (1) ·
'0.9 MI N OF LAKE IDA ROAD' (1) ·
'0.9MI N OF LAKE IDA ROAD ' (1) ·
'0.9MI W OF MILITARY TRAIL' (1) ·
'0.9MI W OF POWERLINE RD ' (1) ·
'1 mi. east I-95 on SR 68 ' (1) ·
'1.0MI W OF MILITARY TRAIL' (1) ·
'1st overpass east of I-95' (1) ·
'3.7 MI S. OF STUART INT. ' (1) ·
'4 miles west of SR 7 ' (1) ·
'6.0 Mi. West of US-27 ' (1) ·
'A1A on Singer Island ' (1) ·
'A1A-Port Orange Relief ' (1) ·
'AT US-441 (SOUTHERN BLVD)' (1) ·
'AT US-441 SR-7 ' (1) ·
'Enterprise Rd. Over I-4 ' (1) ·
'I-4EB-US-17-92 St Johns R' (1) ·
'Just N. of Southern Blvd ' (1) ·
'Lake Worth Rd. at SR-7 ' (1) ·
'North of Belvedere Rd ' (1) ·
'South Side of US-98 ' (1) ·
'SR-415 - St Johns Relief ' (1) ·
'SR-44 - Callalisa Creek ' (1) ·
'SR-44 - Indian River ' (1) ·
'SR-520 - Banana River ' (1) ·
'SR-7 & SR-80 intersection' (1) ·
'SR-A1A over Halifax River' (1) ·
US-1 over Horse Creek (1)
Latitude 016:
Longitude 017:
Built 027: (Click arrow to add another value)
Traffic 029:
13300 (1) ·
15600 (1) ·
16000 (1) ·
17500 (1) ·
18657 (1) ·
200 (1) ·
2160 (1) ·
22200 (1) ·
22500 (1) ·
24000 (1) ·
26500 (1) ·
30000 (1) ·
30500 (1) ·
32750 (1) ·
33000 (1) ·
34000 (1) ·
34500 (1) ·
38250 (1) ·
40000 (1) ·
42500 (1) ·
4600 (1) ·
55000 (1) ·
6 (1) ·
6000 (1) ·
6100 (1) ·
6480 (1) ·
7300 (1) ·
7400 (1) ·
7900 (1) ·
8325 (1) ·
9150 (1) ·
9700 (1)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
10 (1) ·
107 (1) ·
11 (1) ·
112 (1) ·
12 (1) ·
120 (1) ·
125 (1) ·
13 (1) ·
134 (1) ·
14 (1) ·
140 (1) ·
161 (1) ·
17 (1) ·
229 (1) ·
23 (1) ·
27 (1) ·
28 (1) ·
33 (1) ·
34 (1) ·
37 (1) ·
38 (1) ·
41 (1) ·
44 (1) ·
45 (1) ·
48 (1) ·
6 (1) ·
610 (1) ·
65 (1) ·
69 (1) ·
746 (1) ·
783 (1) ·
88 (1) ·
911 (1) ·
92 (1)
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:
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: (Click arrow to add another value)
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 not over waterway. (1)
Future 114:
10073 (1) ·
10410 (1) ·
10584 (1) ·
11243 (1) ·
12666 (1) ·
12839 (1) ·
15875 (1) ·
16830 (1) ·
22388 (1) ·
23076 (1) ·
27000 (1) ·
27066 (1) ·
27760 (1) ·
30362 (1) ·
38517 (1) ·
39037 (1) ·
400 (1) ·
41640 (1) ·
45978 (1) ·
52050 (1) ·
52918 (1) ·
56821 (1) ·
57255 (1) ·
58990 (1) ·
59858 (1) ·
66364 (1) ·
69400 (1) ·
73738 (1) ·
7981 (1) ·
9 (1) ·
95425 (1) ·
9600 (1)
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