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:
Features 006a:
'CLINT MOORE RD EB ' (1) ·
'CLINT MOORE RD WB ' (1) ·
'CLINT MOORE RD. EB' (1) ·
'CLINT MOORE RD. WB' (1) ·
'CONGRESS AVE ' (1) ·
'I 95 SR 9 NB ' (1) ·
'I 95 SR 9 SB ' (1) ·
'I 95 to PBIA Ramp ' (1) ·
'MAPP RD ' (1) ·
'NB I 95 SR 9 ' (1) ·
'NB I-95 (S.R.9) ' (1) ·
'NB I-95 (SR 9) ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'NB I-95 to PBIA R ' (1) ·
'Oslo Rd (CR-606) ' (1) ·
'PBIA Rp to NB I-95' (1) ·
'PBIA to I-95 Ramp ' (1) ·
'PBIA to SB I-95 ' (1) ·
'Pinehurst Ave N ' (1) ·
'Roebuck Road ' (1) ·
'SB I 95 Off Ramp ' (1) ·
'SB I 95 SR 9 ' (1) ·
'SB I 95 to SR 80 ' (1) ·
'SB I-95 (SR 9) ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SB I-95 to PBIA ' (1) ·
'SOUTH BEND BLVD. ' (1) ·
'SR 80/Southern Bvd' (1) ·
'SR 811 to SB I 95 ' (1) ·
'SR 811 to SB I-95 ' (1) ·
'SR-507 ' (1) ·
'SR-60 EB ' (1) ·
'W LAKE RD CR-717 ' (1) ·
'WB PGA Blvd. ' (1) ·
'West Farms Road ' (1) ·
US-192 EB (1) ·
US-192 WB (1)
Number 008:
'.5 miles South of SR-70 ' (1) ·
'.75 Mile South Midway Rd.' (1) ·
'0.25 mi N of Belvedere Rd' (1) ·
'0.2MI S OF FLORESTA DR ' (1) ·
'0.3 mile North of SR 80 ' (1) ·
'0.5 mi N of Atlantic Ave ' (1) ·
'0.8Mi NORTH OF CR-804 ' (1) ·
'0.9 mi N of Wickham Rd ' (1) ·
'1 mile North of SR 80 ' (1) ·
'1.0 Mi West of Haverhill ' (1) ·
'1.0 Mile West of SR-710 ' (1) ·
'1.5 Mi. S of SR-70 ' (1) ·
'1.5 miles South of SR 806' (1) ·
'1.8MI W OF SR-15 ' (1) ·
'1.9 Mi E of US-441 ' (1) ·
'1.9 Mile E of US441 ' (1) ·
'1.9 Miles East of US-441 ' (1) ·
'1.9MI S of CR-714 ' (1) ·
'1000'W of SR5 & E ofSR811' (1) ·
'2 mi. N of Gatlin Blvd. ' (1) ·
'2Mi. West of CR-512 ' (1) ·
'4.3 m N of Martin Co Line' (1) ·
'At CR-611 - 43rd Ave ' (1) ·
'Between N Lake/PGA Blvds ' (1) ·
'Between N Lake/PGA Blvds.' (1) ·
'E Congress Ave & N SR 806' (1) ·
'E Congress Ave & S SR 806' (1) ·
'East Tpk & West SR 809 ' (1) ·
'I 95 Over Lowson Blvd ' (1) ·
'I-95 SR 806 interchange ' (1) ·
'I-95/SR 806 interchange ' (1) ·
'NW quad SR811/786 intchge' (1) ·
'PBIA/I-95 Interchange ' (1) ·
'SB Ramp to WPB Airport ' (1) ·
'SR-507 over Crane Creek ' (1) ·
US-192 EB-St Johns Relief (1) ·
US-192 EB-St Johns River (1) ·
US-192 WB - Sawgrass Cr. (1) ·
US-192 WB- St Johns River (1)
Latitude 016:
Longitude 017:
1000 (1) ·
10000 (1) ·
101541 (1) ·
104500 (1) ·
114500 (1) ·
13500 (1) ·
14878 (1) ·
1500 (1) ·
16000 (1) ·
16297 (1) ·
17200 (1) ·
1854 (1) ·
20000 (1) ·
20647 (1) ·
240 (1) ·
27000 (1) ·
32250 (1) ·
3400 (1) ·
36500 (1) ·
37250 (1) ·
38750 (1) ·
4400 (1) ·
4484 (1) ·
4800 (1) ·
5300 (1) ·
5800 (1) ·
6174 (1) ·
72500 (1) ·
85750 (1)
1006 (1) ·
104 (1) ·
106 (1) ·
118 (1) ·
12 (1) ·
127 (1) ·
128 (1) ·
146 (1) ·
162 (1) ·
18 (1) ·
195 (1) ·
200 (1) ·
21 (1) ·
28 (1) ·
287 (1) ·
29 (1) ·
326 (1) ·
37 (1) ·
38 (1) ·
463 (1) ·
49 (1) ·
519 (1) ·
536 (1) ·
58 (1) ·
596 (1) ·
60 (1) ·
62 (1) ·
63 (1) ·
68 (1) ·
7 (1) ·
70 (1) ·
82 (1) ·
88 (1) ·
896 (1) ·
9 (1) ·
94 (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) ·
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)
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)
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 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)
10063 (1) ·
10712 (1) ·
125788 (1) ·
148776 (1) ·
1735 (1) ·
17350 (1) ·
176174 (1) ·
181308 (1) ·
198658 (1) ·
2000 (1) ·
23422 (1) ·
24776 (1) ·
25813 (1) ·
27760 (1) ·
28275 (1) ·
288 (1) ·
29842 (1) ·
3217 (1) ·
34700 (1) ·
46845 (1) ·
5182 (1) ·
55954 (1) ·
5899 (1) ·
63327 (1) ·
64629 (1) ·
67231 (1) ·
7634 (1) ·
8328 (1) ·
9196 (1)
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