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:
'BUCCANEER CANAL ' (1) ·
'BUTTERFLY CANAL ' (1) ·
'CITY OF WPB CANAL ' (1) ·
'City St. & Crane Creek ' (1) ·
'CPB20 CANAL ' (1) ·
'CR709 GLADES RD & FEC RR' (1) ·
'Creek ' (1) ·
'Danforth Creek ' (1) ·
'Dirksen Dr ' (1) ·
'Dirksen Drive ' (1) ·
'DRAINAGE CANAL ' (1) ·
'E-3 CANAL ' (1) ·
'EARMAN RIVER CANAL C-17 ' (1) ·
'El Rio Canal E-4 ' (1) ·
'FISHTAIL CANAL ' (1) ·
'Halifax River ' (1) ·
'I-4 ' (1) ·
'Indian River IWW ' (1) ·
'Indian River Relief ' (1) ·
'Kellers Canal ' (1) ·
'Lake Dias Creek ' (1) ·
'LWDD C-16 CANAL ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD LAT 16 CANAL ' (1) ·
'North Lake ' (1) ·
'Nova Road Canal ' (1) ·
'Padgett Creek ' (1) ·
'PGA Blvd SR 786 ' (1) ·
'RELIEF CANAL ' (1) ·
'SR 786 PGA Blvd ' (1) ·
'St. Johns River ' (1) ·
'SWEETIE SLOUGH ' (1) ·
'Turkey Creek ' (1) ·
Canal (1)
Critical 006b:
Facility 007:
'AUSTRALIAN AVE NB ' (1) ·
'DATE PALM RD ' (1) ·
'DATE PALM ROAD ' (1) ·
'EB SR - 714 ' (1) ·
'GOLDFINCH LANE ' (1) ·
'I 95 NB SR 9 ' (1) ·
'I-4 EB ' (1) ·
'I-4 EB ' (1) ·
'I-4 WB ' (1) ·
'MAC ARTHUR BLVD ' (1) ·
'Main Street ' (1) ·
'PIONEER ROAD ' (1) ·
'Port Malabar Bl EB' (1) ·
'SB I 95 SR 9 ' (1) ·
'SEACREST BLVD. ' (1) ·
'SEMINOLE DR ' (1) ·
'Sixth St. ' (1) ·
'SPARROW DRIVE ' (1) ·
'SR-11 ' (1) ·
'SR-46 ' (1) ·
'SR-472 EB ' (1) ·
'SR-808 (Glades Rd)' (1) ·
'SR-91 NB TPK 150.7' (1) ·
'SR802 (Lake Worth)' (1) ·
'SR91 N/S TPK 125.9' (1) ·
'SUNSET TRAIL ' (1) ·
'SW GREENRIDGE LANE' (1) ·
'US-1 ' (1) ·
'US-192 ' (1) ·
'US-192 WB ' (1) ·
'WB Lake Worth Rd. ' (1) ·
'WB N. Lake Blvd. ' (1) ·
US-1 (1)
Number 008:
700006 (1) ·
700165 (1) ·
700172 (1) ·
700174 (1) ·
705910 (1) ·
790030 (1) ·
790042 (1) ·
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937000 (1) ·
937354 (1) ·
937360 (1) ·
937703 (1) ·
940076 (1)
Location 009:
'.4mi. East of Congress ' (1) ·
'0.1 MI S of LIGHTHOUSE DR' (1) ·
'0.1MI N OF SANDPIPER AVE.' (1) ·
'0.1Mi S OF CR812 LANTANA ' (1) ·
'0.2 Miles East of US-1 ' (1) ·
'0.37MI N OF SR-712 ' (1) ·
'0.3MI S OF 45TH STREET ' (1) ·
'0.3MI S of ROYAL PALM WAY' (1) ·
'0.3MI W OF RYL PALM BH BL' (1) ·
'0.4 MILE S OF ROYAL PALM ' (1) ·
'0.45MI NORTH OF SR-708 ' (1) ·
'0.4M S OF ROYAL PALM ' (1) ·
'0.5 Mi W of SR-A1A ' (1) ·
'0.6 Mi S of Flagler Co. ' (1) ·
'0.6Mi NORTH OF SR-804 ' (1) ·
'0.6MI S of SW96 ST(CR76A)' (1) ·
'0.7MI WEST OF MAPP ROAD ' (1) ·
'1.4 miles east of I-95 ' (1) ·
'1.6 miles East of SR-507 ' (1) ·
'1mi. east of Jog Rd. ' (1) ·
'1mi. N of North Lake Blvd' (1) ·
'1mi. N of Northlake Blvd.' (1) ·
'1mi. West of US-1 ' (1) ·
'2.5 mi East of TPK Exit ' (1) ·
'7.3 Mi N of US-17 ' (1) ·
'82FT EAST OF SR-7 ' (1) ·
'I-4 EB - Dirksen Dr ' (1) ·
'I-4 EB - Padgett Creek ' (1) ·
'I-4 WB - Dirksen Drive ' (1) ·
'I-4 WB - Padgett Creek ' (1) ·
'Sixth St. & Nova Rd Canal' (1) ·
'SR-46 - St. Johns River ' (1) ·
'SR-472 EB over I-4 ' (1) ·
'US-1 - Crane Cr & City St' (1) ·
'US-192 WB-Indian River ' (1) ·
4.2 Mi N of Sebastian River (1)
Latitude 016:
26192015 (1) ·
26192465 (1) ·
26193002 (1) ·
26214420 (1) ·
26322120 (1) ·
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28010115 (1) ·
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28425058 (1) ·
28520760 (1) ·
28520804 (1) ·
28521781 (1) ·
28521801 (1) ·
28571848 (1) ·
29100039 (1) ·
29132317 (1) ·
29134537 (1) ·
29151565 (1)
Longitude 017:
80035203 (1) ·
80040089 (1) ·
80041664 (1) ·
80050036 (1) ·
80050085 (1) ·
80050169 (1) ·
80050508 (1) ·
80051210 (1) ·
80054930 (1) ·
80055545 (1) ·
80060655 (1) ·
80060720 (1) ·
80074786 (1) ·
80120806 (1) ·
80131759 (1) ·
80140096 (1) ·
80142213 (1) ·
80161483 (1) ·
80165077 (1) ·
80183914 (1) ·
80231097 (1) ·
80305798 (1) ·
80352988 (1) ·
80354573 (1) ·
80355880 (1) ·
80360835 (1) ·
81010394 (1) ·
81020286 (1) ·
81030833 (1) ·
81152780 (1) ·
81170324 (1) ·
81170430 (1) ·
81170942 (1) ·
81171026 (1) ·
81175630 (1) ·
81193774 (1)
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
100 (1) ·
10158 (1) ·
1050 (1) ·
10900 (1) ·
14500 (1) ·
1500 (1) ·
16290 (1) ·
17750 (1) ·
18000 (1) ·
18500 (1) ·
20150 (1) ·
21000 (1) ·
21500 (1) ·
2300 (1) ·
23500 (1) ·
3400 (1) ·
36000 (1) ·
37000 (1) ·
39000 (1) ·
44400 (1) ·
500 (1) ·
5000 (1) ·
516 (1) ·
55000 (1) ·
5900 (1) ·
5975 (1) ·
600 (1) ·
85750 (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 being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. (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:
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) ·
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:
Rebuilt 106:
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 foundations determined to be stable for the assessed or calculated scour condition. Scour is determined to be above top of footing by assessment, by calculation or by installation of properly designed countermeasures. (1) ·
Bridge not over waterway. (1)
Future 114:
10236 (1) ·
12291 (1) ·
1350 (1) ·
148776 (1) ·
18912 (1) ·
200 (1) ·
2000 (1) ·
2020 (1) ·
25158 (1) ·
2603 (1) ·
28263 (1) ·
30796 (1) ·
31230 (1) ·
32098 (1) ·
34960 (1) ·
36435 (1) ·
37303 (1) ·
3991 (1) ·
40772 (1) ·
5899 (1) ·
600 (1) ·
6000 (1) ·
62460 (1) ·
64195 (1) ·
67665 (1) ·
6812 (1) ·
720 (1) ·
77034 (1) ·
832 (1) ·
95425 (1)
Clearance 116:
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