4643 search results for fla

2025-PublicHearing_MIAMI_DADE_COUNTY_Summary

SR 968/W FLAGLER ST TO S OF NW 154 STREET Type of Work: PD&E/EMO STUDY Phase Funding Source 2027

Design Standards 2004 Interim

for in the plans or at the contractor's option whenever the plans call for the flared end anchorage option

SS4490100

at the end of the bell must be flared to facilitate joining the pipe sections without damaging

E4Y44-R0

FLARED END SECT) EA 1.000 E536-301-502 END ANCHOR ASSEM TYPE II (REPL ROUND END SECT) EA 1.000

441700-1_Cove Road PD&E_Final_Pond Siting Report

east to SR 5/US 1 relatively flat with elevations ranging from a high of approximately 18 feet

SS4620000

the cap with O-ring seals or precision fitted flat gaskets placed against the bearing plate. Use O-ring seals or precision fitted flat gaskets which meet the requirements of 462-4.2.6.2. Place a grout, as defined in the following table: Duct Shape Duct Diameter Duct Thickness Flat any size 0.08 inch, , Precast Flat Slab Bridges and Double Tee Bridges). 462-5.1 Tendon Modulus of Elasticity Test, tendons used in flat slabs or precast voided slabs. The test procedure consists of stressing the tendon

44893715201-PLANS-01-ROADWAY

20240701_210265-9_SRA1A_78040

Geo, Inc. 07/01/24 Page Mainline Inside: N/A State Road No.: SR A1A Flagler C/L Shoulder: Project, and Condition Data Cored By: CSI Geo, Inc. 07/01/24 Page Inside: N/A State Road No.: SR A1A Flagler C, Data Cored By: CSI Geo, Inc. 07/01/24 Page N/A State Road No.: SR A1A From: Flagler C/L Shoulder

2024nov-thu02-10-YearsFRP-RCx

(D6) • South Maydell Dr over Palm River (D7) • SR-A1A Flagler Beach Seawall (Segment 3) (D5, ) • D4: SR 5/US 1 Over Earman River (442891-1) – In-house Design. • D5: SR-A1A Seawalls - Flagler, Construction: D5 Example Projects • SR-A1A Seawalls - Flagler Beach & Nth Vo l u s i a Co. (452443-1

2024nov-thu02-10-YearsFRP-RCx

(D6) • South Maydell Dr over Palm River (D7) • SR-A1A Flagler Beach Seawall (Segment 3) (D5, ) • D4: SR 5/US 1 Over Earman River (442891-1) – In-house Design. • D5: SR-A1A Seawalls - Flagler, Construction: D5 Example Projects • SR-A1A Seawalls - Flagler Beach & Nth Vo l u s i a Co. (452443-1

E59C0BidTabs

Order: Letting: District: 002 Contract Desc: BREVARD, DIST/ST- WIDE, FLAGLER, LAKE, MARION, Financial Project No.: 444100-1-72-16 Fiscal Year: 2025 Counties: Districtwide (Volusia, Flagler, Brevard, CALENDAR DAYS Project(s): BREVARD, DIST/ST- WIDE, FLAGLER, LAKE, MARION, ORANGE, OSCEOLA, SEMINOLE

Community Transportation Coordinators

/ Thaddeus Davenport (Interim)850-595-3228 tjdavenport@myescambia.com 850-595-0501 Flagler Organization Name Website Address Contact Info Find a Ride Flagler County Board of County, Flagler County Mike Dickson 386-313-4191 mdickson@flaglercounty.org 386-313-4100 Franklin

D5-01-06-26BSN

, DIST/ST- WIDE, FLAGLER, LAKE, MARION, ORANGE, OSCEOLA, SEMINOLE, SUMTER, VOLUSIA 11 E53D6-R0 42795717267(*) BREVARD 13 E55D0-R0 44410017225(*) FLAGLER, LAKE, SEMINOLE, VOLUSIA 16 E55D9, : E50E7-R0 District:05 Counties: BREVARD, DIST/ST-WIDE, FLAGLER, LAKE, MARION, ORANGE, OSCEOLA

D3-11-13-25BSN

TRAILING ANCHORAGE, REPLACE EXISTING EA 2.000 E536-301-501 END ANCHOR ASSEM TYPE II (REPL FLARED, ANCHOR ASSEM FLARED (REPL FLARED END SECT) EA 4.000 E536-322-502 END ANCHOR ASSEM FLARED (REPL ROUND END SECT) EA 4.000 E536-322-503 END ANCHOR ASSEM FLARED (REPL BUFFER END SECT) EA 4.000 E536-322-506 END ANCHOR ASSEM FLARED (REPL GUARDRAIL BEAM) EA 4.000 Page 10 Bid Solicitation Notice, E536-322-508 END ANCHOR ASSEM FLARED (REPL TIMBER BREAK POST) EA 4.000 E536-324-506 END ANCHOR ASSEM

BABA Implementation Plan- Construction Academy, Fall 2025

678-005-xxx Transfer Relay 678-006-xxx Flasher Type 1 678-007-xxx Flasher Type 3 678-008-xxx

fdot-bed25-977-19-rpt

Detection, Flashing Yellow Arrow 18. Distribution Statement No restriction 19. Security Classif, conflicts by omitting permissive turns, adding LPIs, and modifying existing Flashing Yellow Arrow (FYA, ........................................................................................................... 93 4.3 Omission of Flashing Yellow Arrow and Leading Pedestrian Intervals, ................................................................................................. 52 Figure 2-35. Flashing yellow arrow logical, of omission of flashing yellow arrow (O-FYA)....................................................... 102

44629625201-PLANS-03-SIGNALIZATION

. FLASHING OPERATION: ALL MOVEMENTS SHALL FLASH RED. MINOR STREETS ARE THE I-75 RAMPS (SPEED LIMIT, . TOP OF THE CONDUITS SHALL BE CUT FLAT, NOT ANGLED. CONDUITS SHALL BE PLUMBED AND CENTERED, BE CUT FLAT, NOT ANGLED. CONDUITS SHALL BE PLUMBED AND CENTERED IN FOUNDATION AND SHALL BE SIX (6, CONTROLLER TIMINGS RECALL MIN DUAL ENTRY 72 7 DETECTOR MEMORY DETECTOR CROSS SWITCH WALK FLASHING, REMAINING DON'T CROSS STEADY TIMER FLASHING RAMP TO CROSS PUSH BUTTON PED. SIGNAL COUNT-DOWN

Design Standards 2010 Interim

PAVEMENT AHEAD (MOT-15-06) and LOOSE GRAVEL (W8-7) sign; (Sheet 9) Added note that Standard Orange Flags, to BUILD-UP DIAGRAMS; Changed note at CL Flanges in SECTION A-A. "<view IDS> 20350 1-3 of 3

5300201-722FHWA

Sulphate) (AASHTO T 104) Maximum loss 12%** (after five cycles) Flat and elongated pieces, %* Soundness (Sodium Sulphate) (AASHTO T 104) Maximum loss 12%** (after five cycles) Flat and elongated

4552000.FHWA

designed so that the completed shaft excavation will have a flat bottom. Ensure that the cutting edges, and methods designed so that the completed shaft excavation will have a flat bottom. Ensure