Drilldown: bridge data

From Indian River Lagoon Project
bridge data > Location 009 : '1MI E of MCNEIL ROAD ' or 'AT BOCA RATON INTERCHANGE' or 'At East Canal St. '

Use the filters below to narrow your results.

ObjectID:
15671 (1) · 15675 (1) · 16042 (1)
Status:
AM (1) · MM (1)
Date:
03-03 (1) · 12-02 (1)
County 003:
Palm Beach (1) · Saint Lucie (1)
Place 004:
24387 (1) · Belle Glade (1) · Boca Raton (1)
Route 005d:
00015 (1) · 00091 (1) · 0611B (1)
Direction 005e:
None (1)
Features 006a:
'FIVE MILE CREEK ' (1) · 'Hillsboro Canal L14 ' (1) · 'LAT CANL #45(GLADES INT)' (1)
Critical 006b:
None (1)
Facility 007:
'CR611B(EDWARDS RD)' (1) · 'SR 91 TPK RMP 76.3' (1) · 'SR-15 Main St. ' (1)
Number 008:
930333 (1) · 930338 (1) · 940070 (1)
Location 009: (Click arrow to add another value)
Latitude 016:
26222497 (1) · 26411023 (1) · 27243079 (1)
Longitude 017:
80100849 (1) · 80212904 (1) · 80400416 (1)
Owner 022:
31 (1) · County (1) · FDOT (1)
Built 027:
1956 (1) · 1961 (1) · 1976 (1)
Lanes 028a:
2 (1) · 4 (1) · 5 (1)
Traffic 029:
10500 (1) · 15000 (1) · 21000 (1)
Traffic Year 030:
2016 (1) · 2017 (1)
Service On 042a:
Highway (1) · Highway - Pedestrian (1)
Service Under 042b:
Waterway (1)
Kind 043a:
Concrete (1) · Steel (1)
Type 043b:
Slab (1) · Stringer/Multi-beam/Girder (1)
Length 049:
23 (1) · 24 (1) · 27 (1)
Width 052:
25 (1) · 32 (1) · 8 (1)
Deck 058:
Good (1) · Very Good (1)
Superstructure 059:
Good (1) · Satisfactory (1) · Very Good (1)
Substructure 060:
Good (1)
Channel 061:
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)
Culvert 062:
N/A (1)
Inspect Date 090:
01-17 (1) · 05-16 (1) · 10-17 (1)
Direction 102:
2 - way (1)
Rebuilt 106:
None (1) · 1990 (1)
Deck Type 107:
Concrete Cast-in-Place (1) · Open Grating (1)
Scour 113:
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)
Future 114:
18218 (1) · 30000 (1) · 36435 (1)
Future Year 115:
2038 (1) · 2039 (1)
Clearance 116:
None (1)

Showing below up to 3 results in range #1 to #3.

View (previous 250 | next 250) (20 | 50 | 100 | 250 | 500)


View (previous 250 | next 250) (20 | 50 | 100 | 250 | 500)

Retrieved from "https://indianriverlagoonnews.org/guide/index.php/Special:Drilldown/bridge_data"