Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
- News Link (111)
- Organization (18)
- Waterbody (27)
- bridge (13)
- bridge data (1468)
- definition (254)
- fips (487)
- repository (98)
- timeline (19)
- weblink (123)
Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
None (1) ·
54175 (1) ·
58725 (1) ·
77275 (1) ·
Cape Canaveral (1) ·
Cocoa (1) ·
DeBary (1) ·
Deltona (1) ·
Fellsmere (1) ·
Fort Pierce (1) ·
Grant (1) ·
Jupiter (1) ·
Lantana (1) ·
Melbourne (1) ·
Merritt Island (1) ·
North Palm Beach village (1) ·
Palm Beach Gardens (1) ·
Palm Springs village (1) ·
Sewall's Point (1) ·
South Daytona (1) ·
Titusville (1)
Route 005d:
Direction 005e:
Features 006a:
'Aurantia Rd. ' (1) ·
'Bear Wildlife Crossing ' (1) ·
'Cougar Wildlife Crossing' (1) ·
'CR 708 ' (1) ·
'CR 709 & FECRR ' (1) ·
'CR 712 (Midway Road) ' (1) ·
'CR 812 LANTANA RD ' (1) ·
'CR-515 & Indian River ' (1) ·
'CR-712 Midway Road ' (1) ·
'Crane Creek Canal L-7 ' (1) ·
'Dirksen Dr ' (1) ·
'I-4 ' (1) ·
'I-95 ' (1) ·
'Indian River ' (1) ·
'Intracoastal Waterway ' (1) ·
'L.W.D.D. #9 ' (1) ·
'LATERAL U CANAL ' (1) ·
'MAPLE CREEK ' (1) ·
'Padgett Creek ' (1) ·
'PARK LATERAL CANAL ' (1) ·
'RCA Center Dr & FEC R/R ' (1) ·
'SR 70 ' (1) ·
'SR 811 & FEC RR ' (1) ·
'SR 91 TPK ' (1) ·
'SR-401 ' (1) ·
'SR-614 (Indrio Rd) ' (1) ·
'SR-91 (FL TPK) ' (1) ·
'SR91 TPK (JUPITER INT) ' (1) ·
'ST LUCIE CANAL ' (1) ·
'St. Lucie Canal ' (1) ·
'Ten Mile Creek ' (1) ·
'Tide Relief Canal ' (1) ·
'Tomoka River ' (1) ·
'WILLOUGHBY CREEK ' (1) ·
I-95 (1)
Critical 006b:
Facility 007:
'CR-512 ' (1) ·
'CR712 MDWYRD 150.3' (1) ·
'DAVIS ROAD ' (1) ·
'EB SR706 ' (1) ·
'Fountainhead Blvd.' (1) ·
'Fox Lake Rd. ' (1) ·
'I-4 EB ' (1) ·
'I-4 EB ' (1) ·
'I-4 WB ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'MAPP RD ' (1) ·
'NB I-95 (S.R. 9) ' (1) ·
'NB I-95 (SR 9) ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'Orange camp Rd. ' (1) ·
'SB I-95 (S.R. 9) ' (1) ·
'SB I-95 (SR 9) ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SE ST LUCIE BLVD ' (1) ·
'SR 400 EB ' (1) ·
'SR 811 to SB I-95 ' (1) ·
'SR-528 ' (1) ·
'SR-528 EB ' (1) ·
'SR-528 WB ' (1) ·
'SR-91 TPK NB 131.0' (1) ·
'SR-A1A ' (1) ·
'SR91 NB TPK 116.3 ' (1) ·
'SR91 NB TPK 153.1 ' (1) ·
'SR91 NB TPK 91.26 ' (1) ·
'Tomoka Farms Rd. ' (1) ·
'WB SR 706 ' (1) ·
'WB SR 786 ' (1) ·
Grant Rd. (1)
Number 008:
Location 009:
'.5 miles South of SR-70 ' (1) ·
'.75 Mile South Midway Rd.' (1) ·
'0.1 mi E of Wickham Road ' (1) ·
'0.25 Mi. West of SR-405 ' (1) ·
'0.8 MILE N OF 10TH AVE N ' (1) ·
'1.5 Mi. S of SR-70 ' (1) ·
'1.9MI S of CR-714 ' (1) ·
'1/2MI S of INDIAN ST. ' (1) ·
'1mi N of SR-76(Kanner Hw)' (1) ·
'1st overpass east of I-95' (1) ·
'2.1 M S OF LAKEWORTH INTR' (1) ·
'2.6 MI S OF FT PIER INTCH' (1) ·
'2.6 MILES NORTH OF SR-710' (1) ·
'3.7 MI S. OF STUART INT. ' (1) ·
'4.5 Mi. N of SR-46 ' (1) ·
'7MI NORTH OF SR-60 ' (1) ·
'9.2MI N OF SR-60 ' (1) ·
'A1A on Singer Island ' (1) ·
'I-4 EB - Dirksen Dr ' (1) ·
'I-4 EB - Padgett Creek ' (1) ·
'I-4 EB over Tomoka River ' (1) ·
'I-4 WB over Tomoka River ' (1) ·
'I-95 over Midway Road ' (1) ·
'Indiantown Rd./ICW ' (1) ·
'Indiantown Rd/ ICW ' (1) ·
'NB I-95 over CR 708 ' (1) ·
'NB I-95/SR-614(Indrio Rd)' (1) ·
'NW quad SR811/786 intchge' (1) ·
'Orange camp Rd. over I-4 ' (1) ·
'SB I-95 over CR 708 ' (1) ·
'SB I-95/SR-614(INDRIO RD)' (1) ·
'SR 400 EB - Bear Crossing' (1) ·
'SR 400 EB - Cougar Crossi' (1) ·
'SR 91 at Jupiter Interch ' (1) ·
'SR-528 EB - Indian River ' (1) ·
'SR-528 EB - SR-401 ' (1) ·
'SR-528 WB - CR-515 ' (1) ·
'Tomoka Farms Rd - I-4 ' (1) ·
1.3 Mi. East of CR-507 (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
1000 (1) ·
12600 (1) ·
13500 (1) ·
1500 (1) ·
15800 (1) ·
16340 (1) ·
18500 (1) ·
1854 (1) ·
1900 (1) ·
19500 (1) ·
20150 (1) ·
21000 (1) ·
21500 (1) ·
22200 (1) ·
25474 (1) ·
29000 (1) ·
3012 (1) ·
3111 (1) ·
32250 (1) ·
35500 (1) ·
37250 (1) ·
38250 (1) ·
39250 (1) ·
40500 (1) ·
55000 (1) ·
6250 (1) ·
7000 (1) ·
825 (1) ·
910 (1) ·
9700 (1)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
101 (1) ·
102 (1) ·
1169 (1) ·
12 (1) ·
134 (1) ·
143 (1) ·
146 (1) ·
17 (1) ·
195 (1) ·
200 (1) ·
23 (1) ·
25 (1) ·
276 (1) ·
287 (1) ·
32 (1) ·
38 (1) ·
40 (1) ·
41 (1) ·
410 (1) ·
47 (1) ·
53 (1) ·
54 (1) ·
6 (1) ·
63 (1) ·
64 (1) ·
65 (1) ·
66 (1) ·
67 (1) ·
71 (1) ·
74 (1) ·
77 (1) ·
78 (1) ·
80 (1) ·
86 (1) ·
89 (1) ·
911 (1)
Width 052: (Click arrow to add another value)
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:
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 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) ·
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:
10844 (1) ·
1092 (1) ·
12145 (1) ·
1388 (1) ·
16830 (1) ·
1735 (1) ·
1800 (1) ·
20700 (1) ·
23422 (1) ·
27413 (1) ·
28350 (1) ·
32098 (1) ·
3217 (1) ·
3296 (1) ·
33832 (1) ·
3494 (1) ·
34960 (1) ·
36435 (1) ·
37302 (1) ·
38517 (1) ·
44197 (1) ·
50315 (1) ·
5398 (1) ·
55954 (1) ·
61592 (1) ·
64629 (1) ·
66364 (1) ·
68099 (1) ·
70268 (1) ·
95425 (1)
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