4701 search results for fla

E59C0

 Florida Department of Transportation Bid Solicitation Notice and Approximate Quantities Letting: 05250107 Call Order: 002 Proposal: E59C0-R0 District:05 Counties: BREVARD, DIST/ST-WIDE, FLAGLER, LAKE, MARION, ORANGE, OSCEOLA, SEMINOLE, SUMTER, VOLUSIA Road Name: Pavement Markings Limits: Midpoint Project(s): 44410017216(*) Federal Aid No: N/A Total Roadway Length: 0.000 Miles Contract, No.: 444100-1-72-16 Fiscal Year: 2025 Counties: Districtwide (Volusia, Flagler, Brevard, Orange, Seminole

District 5 Statewide Maintenance Contacts

Search District 5 Statewide Maintenance Contacts Brevard / Flagler / Lake / Marion / Orange (North) Orange (South) / Osceola / Seminole / Sumter / Volusia DELAND DISTRICT OFFICE 719 S. Woodland BoulevardDeLand, FL 32720-6834PHONE: (386, ) 740-3481COUNTIES:  VOLUSIA  FLAGLER DeLand Operations Contacts Name Title/Responsibilities Phone Number

PI Handbook_October2023

PI Handbook_February2021

SP1020301redline

is complete and flagging operations and maintenance of devices isare ready to begin. Travel time, when the Engineer is notified that set is complete and flagging and maintenance of devices is ready

D5550000.do

approved by the Engineer. When and where flagging of existing utilities is required, limit flagging

400-510

) D ( T y p . ) 4 " * * Prestressed Beam Bottom Flange of Bearing Pad Elastomeric

X-MAS Checklist

MUST be wrenched tight. • Post bolt at post 2 is in notched post flange and fixed with 50mm x 50mm

400-510

) D ( T y p . ) 4 " * * Prestressed Beam Bottom Flange of Bearing Pad Elastomeric

Curved Precast Spliced U-Girder Bridges

field cast filled bottom flange build up is allowed. Future PT is not required. Mixing of curved

9600201-723resp

water present in the cap. In the case when the anchorages are located just below the top flange

0060401-122origind

termination point to a fixed reference point on the component, such as beam end or edge of flange

4600000.comm

the splices in low-stress zones already, and at a flange splice there is no compression area. Suggested

400-510

( T y p . ) 4 " * * Prestressed Beam Bottom Flange of Bearing Pad Elastomeric

D1-08-15-24BSN

(REMOVE) EA 2.000 E536-301-501 END ANCHOR ASSEM TYPE II (REPL FLARED END SECT) EA 5.000, E536-322-501 END ANCHOR ASSEM FLARED (REPL FLARED END SECT) EA 2.000 E536-322-502 END ANCHOR ASSEM FLARED (REPL ROUND END SECT) EA 2.000 E536-322-503 END ANCHOR ASSEM FLARED (REPL BUFFER END SECT) EA 2.000 E536-322-506 END ANCHOR ASSEM FLARED (REPL GUARDRAIL BEAM) EA 2.000 E536-322-508 END ANCHOR ASSEM FLARED (REPL TIMBER BREAK POST) EA 2.000 E536-322-515 END ANCHOR ASSEM FLARED (REPL AMBER

D4 Public Hearing Report 2026 - Palm Beach

441570-1 - 36TH STREET FROM N AUSTRALIAN AVENUE TO NORTH FLAGLER DRIVE Type of Work: BIKE LANE, PALM BEACH COUNTY Highways 450862-1 - 49TH STREET FROM GREENWOOD AVENUE TO NORTH FLAGLER DRIVE Type

450-502

Stud (See Note 4) Seal weld Cap to top of plate "A" (Typ.) with Galvanized Caps (16 Ga. Min.); Flat

AppendixH

(PGL) of the road is flat, there will be a slope away from the bridge created by the shoulder

SPI-430-010Series

except on an infrequent basis (10 to 15 year frequency); for example a drainage basin in flat sandy

450-502

(See Note 4) Seal weld Cap to top of plate "A" (Typ.) with Galvanized Caps (16 Ga. Min.); Flat