Drilldown: bridge data
From Indian River Lagoon Project
Choose a table:
- 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:
12115 (1) ·
12231 (1) ·
13673 (1) ·
13678 (1) ·
13681 (1) ·
13709 (1) ·
13710 (1) ·
13753 (1) ·
13801 (1) ·
13808 (1) ·
15176 (1) ·
15214 (1) ·
15689 (1) ·
15715 (1) ·
15829 (1) ·
15866 (1) ·
15873 (1) ·
15907 (1) ·
15908 (1) ·
15909 (1) ·
15910 (1) ·
15934 (1) ·
15935 (1) ·
15936 (1) ·
15952 (1) ·
15953 (1) ·
15973 (1) ·
16046 (1) ·
19528 (1) ·
19534 (1)
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'BUCCANEER CANAL ' (1) ·
'BUTTERFLY CANAL ' (1) ·
'C-18 Canal ' (1) ·
'CANAL E-4 ' (1) ·
'City St. & Crane Creek ' (1) ·
'CR709 GLADES RD & FEC RR' (1) ·
'Dirksen Dr ' (1) ·
'Dirksen Drive ' (1) ·
'DRAINAGE CANAL ' (1) ·
'EARMAN RIVER CANAL C-17 ' (1) ·
'FISHTAIL CANAL ' (1) ·
'I-4 ' (1) ·
'L.W.D.D. E-4 CANAL ' (1) ·
'LEVEE NO.8 ' (1) ·
'LWDD C-16 CANAL ' (1) ·
'LWDD E-4 Canal ' (1) ·
'LWDD LAT 16 CANAL ' (1) ·
'LWDD LATERAL 30 CANAL ' (1) ·
'LWDD LATERAL 32 CANAL ' (1) ·
'M-1 CANAL ' (1) ·
'N RELIEF CANAL ' (1) ·
'Nova Canal ' (1) ·
'Nova Road Canal ' (1) ·
'Padgett Creek ' (1) ·
'St. Johns River ' (1) ·
Indian River ICW (1)
Critical 006b:
Facility 007:
'Big Tree Road ' (1) ·
'CONGRESS AVE NB ' (1) ·
'CONGRESS AVE SB ' (1) ·
'CR 613 (58TH AVE) ' (1) ·
'CRESTWOOD BLVD. N ' (1) ·
'DATE PALM RD ' (1) ·
'DATE PALM ROAD ' (1) ·
'GATEWAY BLVD (EB) ' (1) ·
'GATEWAY BLVD (WB) ' (1) ·
'I-4 EB ' (1) ·
'I-4 EB ' (1) ·
'I-4 WB ' (1) ·
'MAC ARTHUR BLVD ' (1) ·
'OLD GERMANTOWN RD ' (1) ·
'Quantum Blvd. ' (1) ·
'SEACREST BLVD. ' (1) ·
'SEMINOLE DR ' (1) ·
'Sixth St. ' (1) ·
'SR-46 ' (1) ·
'SR-472 EB ' (1) ·
'SR-80WB (Southern)' (1) ·
'SR-91 NB TPK 150.7' (1) ·
'SR91 N/S TPK 125.9' (1) ·
'US-1 ' (1) ·
'WB SR-710 ' (1) ·
SR-518 (1)
Number 008:
700006 (1) ·
700184 (1) ·
790030 (1) ·
790042 (1) ·
790053 (1) ·
790099 (1) ·
790100 (1) ·
790941 (1) ·
794154 (1) ·
795587 (1) ·
884055 (1) ·
890076 (1) ·
930362 (1) ·
930407 (1) ·
934319 (1) ·
934482 (1) ·
934499 (1) ·
934930 (1) ·
934931 (1) ·
934932 (1) ·
934933 (1) ·
935201 (1) ·
935202 (1) ·
935203 (1) ·
935307 (1) ·
935308 (1) ·
936375 (1) ·
937000 (1) ·
937367 (1) ·
940076 (1)
Location 009:
'0.1 MI S of LIGHTHOUSE DR' (1) ·
'0.19Mi. E of Congress Ave' (1) ·
'0.1Mi S OF CR812 LANTANA ' (1) ·
'0.2 MI S OF LAKE IDA ROAD' (1) ·
'0.2MI S OF LAKE IDA ROAD ' (1) ·
'0.37MI N OF SR-712 ' (1) ·
'0.3MI E OF CONGRESS BLVD ' (1) ·
'0.3MI S of ROYAL PALM WAY' (1) ·
'0.3MI W OF ROYAL PALM BL ' (1) ·
'0.4 MI W OF CONGRESS AVE ' (1) ·
'0.4 MILE S OF ROYAL PALM ' (1) ·
'0.45MI NORTH OF SR-708 ' (1) ·
'0.4M S OF ROYAL PALM ' (1) ·
'0.4MI N OF 49TH ST. ' (1) ·
'0.6Mi NORTH OF SR-804 ' (1) ·
'0.8 MI N OF LAKE IDA ROAD' (1) ·
'3 Miles West of SR-786 ' (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) ·
'PUMP STA AT 20 MI BEND ' (1) ·
'Sixth St. & Nova Rd Canal' (1) ·
'SR-46 - St. Johns River ' (1) ·
'SR-472 EB over I-4 ' (1) ·
'SR-5A - Big Tree Rd ' (1) ·
'US-1 - Crane Cr & City St' (1) ·
SR-518 over Indian River (1)
Latitude 016:
26192015 (1) ·
26192465 (1) ·
26193002 (1) ·
26260295 (1) ·
26280864 (1) ·
26280868 (1) ·
26290167 (1) ·
26290169 (1) ·
26322120 (1) ·
26324784 (1) ·
26324847 (1) ·
26325650 (1) ·
26351368 (1) ·
26410722 (1) ·
26434195 (1) ·
26490130 (1) ·
26522014 (1) ·
27030195 (1) ·
27224640 (1) ·
27413662 (1) ·
28043878 (1) ·
28075792 (1) ·
28425058 (1) ·
28520760 (1) ·
28520804 (1) ·
28521781 (1) ·
28521801 (1) ·
28571848 (1) ·
29095834 (1) ·
29134537 (1)
Longitude 017:
80035203 (1) ·
80050036 (1) ·
80050169 (1) ·
80050508 (1) ·
80050886 (1) ·
80050888 (1) ·
80051020 (1) ·
80051210 (1) ·
80052317 (1) ·
80052387 (1) ·
80053541 (1) ·
80053609 (1) ·
80055545 (1) ·
80055723 (1) ·
80135529 (1) ·
80142213 (1) ·
80144324 (1) ·
80214953 (1) ·
80231097 (1) ·
80264603 (1) ·
80360835 (1) ·
80370269 (1) ·
81012484 (1) ·
81020286 (1) ·
81030833 (1) ·
81152780 (1) ·
81170324 (1) ·
81170430 (1) ·
81170942 (1) ·
81171026 (1)
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
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: (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:
Clearance 116:
Showing below up to 30 results in range #1 to #30.
View (previous 250 | next 250) (20 | 50 | 100 | 250 | 500)
