2415 search results for fla

District Contact Information

Coordinator Stephanie Phillips (386) 943-5734 Office of Safety Counties: Brevard, Flagler, Lake, Marion

Contacts

, and Titusville Counties: Brevard, Flagler, Lake, Marion, Orange, Osceola, Seminole, Sumter

FDOT - WP Public Hearings

Charlotte Citrus Clay Collier Columbia DeSoto Dixie Duval Escambia Flagler Franklin Gadsden

Advertisement Request Form 25112

% if Y FORMCHECKBOX Yes FORMTEXT       FORMCHECKBOX No Is project flagged for FHWA oversight? If yes

E53F4BidTabs

: District: 003 Contract Desc: FLAGLER E53F4 Project(s): Contract: Contract Time: Vendor Ranking, / pavement markings on State Road A1A from S 8th St to N 18th St in Flagler County. PREQUALIFICATION REQUIRED 150 AVAILABLE DAYS Project(s): FLAGLER Counties: 44879515201 (*) Fed Aid No: SR A1A N, 12 MIDBLOCK CROSSWALK: RECTANGULAR RAPID FLASHING BEACON, FURNISH & INSTALL- AC, COMPLETE SIGN, 28,200.00 0310 0654 2 60 MIDBLOCK CROSSWALK: RECTANGULAR RAPID FLASHING BEACON, REMOVE COMPLETE SIGN

1-MPOAC-Staff-Directors-Power-Point-November-01-2018

Rectangular Rapid Flashing Beacon Leading Pedestrian Interval Gives pedestrians a 3+ second head, . RRFBs are active or passive amber LEDs that use an irregular flash pattern at mid- block

2-MPOAC-Governing-Board-Power-Point-November-01-2018

Road Diets Rectangular Rapid Flashing Beacon Leading Pedestrian Interval Gives pedestrians a 3, islands. RRFBs are active or passive amber LEDs that use an irregular flash pattern at mid- block

Gov-Bd-Mtg-Minutes-4_29_21-FINAL

Estep, Lake-Sumter MPO Tia Boyd, CUTR Mary Beth Washnock, Bay County TPO Paul Flavien, Broward MPO

Staff-Minutes-4_29_21-FINAL

William McDaniel, Collier MPO, MPOAC Governing Board member Paul Calvaresi, Broward MPO Paul Flavien

CM-641-01 Camera Lowering Device

, shrinks, and other flaws. FORMDROPDOWN FORMTEXT Applicant may provide comments in this field, (Step 33) FORMTEXT       FORMTEXT       Init.: FORMTEXT       50 The cabinet door is double flanged

CSHB1397-HARTGovernanceOperationalManagementAnalysis

DCE MEMO - 22-12 LANE CLOSURE NOTIFICATION SYSTEM (002)

, flaggers, and other personnel responsible for work zone related transportation management and traffic

Revised DCE MEMO - 22-12 LANE CLOSURE NOTIFICATION SYSTEM

, flaggers, and other personnel responsible for work zone related transportation management and traffic

E3X25-R0BidTab

by the Department to include providing flaggers, installing vehicular and pedestrian traffic control devices

DCE Memo - 23-06 LANE CLOSURE NOTIFICATION SYSTEM

: Worksite Traffic Supervisors, flaggers, and other personnel responsible for work zone related

CM-995-1.1-25 Pedestrian Signal Assembly

ASTM D 746, d) Flammability is self-extinguishing per ASTM D 635, e) Tensile strength yield is 8500

mc-review-pa

by ENGMENU • Samples with deficient thickness are flagged as findings in the MC Review o PAs do, a Witnessed By TIN. It will flag instances when the QC Technician’s TIN and the VT Witnessed By TIN

521-404

Approach Slab (if present) Flat Slab Existing Bent Cap Flat Slab Existing Bridge Deck Existing Bridge Deck Existing Approach Slab (if present) Existing Bent Cap Flat Slab Open Joint in Railing, Railing Existing Post Superstructure Flat Slab Existing Wingwall Existing to remain Structure, Railing Existing Post & DETAIL A to align with edge of post. Saw cut Railing and grind flat, & Existing SECTION A-A SECTION C-C SECTION B-B Slab (if present) or Approach Deck, Flat Slab Existing

521-404

) Existing Approach Slab (if present) Flat Slab Existing Bent Cap Flat Slab Existing Bridge Deck Existing Bridge Deck Existing Approach Slab (if present) Existing Bent Cap Flat Slab Open Joint, A Existing Railing Existing Post Superstructure Flat Slab Existing Wingwall Existing to remain, Railing Existing Post & DETAIL A to align with edge of post. Saw cut Railing and grind flat, & Existing SECTION A-A SECTION C-C SECTION B-B Slab (if present) or Approach Deck, Flat Slab

425-031

Slope: Use a flatter cross slope as required to match adjacent nuts, and washers. head nut and one ASTM F436 flat washer each. Hot-dip galvanize anchor bolts, of 6” long with 4” minimum embedment