4070 search results for fla

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

SPI-450-450e

Pairs and Bars 5E. 4. To determine the required number of Bars 3C (bottom flange transverse, Bars 5G Top of Flange (Typ.) Clear (Typ.) 1¼" Min. (Typ.) FSB Topping C.I.P. Bars 5B Bars 5G Bars 5A C o v e r 2 ½ " Bars 5B of f langes Gap at top Flange FSB see notes Backer, . of the gap between adj acent FSBs. Measure gap at the top of the flanges uncompressed diameter

Travel Demand Modeling (TDM) Manual_Developing_Ch 3 - Preparing Model Data

Revised March 2025 2 • In what format is the data needed? Example formats may include: − Flat text, with and include ensuring that the datasets are complete and do not contain apparent flaws. Common examples of flaws may consist of: • Incomplete records such as zones with population values

DRAFT - Developing a Travel Demand Model Chapter 3 Preparing Model Data

is the data needed? Example formats may include: o Flat text, comma delimited tables, dbf files o, that the datasets are complete and do not contain obvious flaws. Common examples of flaws may include

2014_On-Board Sound Intensity

RW_AcquisitionHandbookEnglishSpanish

River (954) 777-4242 5 Brevard, Flagler, Lake, Marion, Orange, Osceola, Seminole, Sumter, . Lucie y Indian River (954) 777-4242 5 Brevard, Flagler, Lake, Marion, Orange, Osceola

Planners by County

Website www.ecrc.org/ Flagler Northeast Florida Regional Council Contact 100 Festival Park, Flagler Street, Suite 1900 Manager: Jeannine Gaslonde Miami FL 33130 Phone: 305-375-1739

E53C5BidTabs

Call Order: Letting: District: 004 Contract Desc: BREVARD, DIST/ST- WIDE, FLAGLER, LAKE, the above requirements. 200 CALENDAR DAYS Project(s): BREVARD, DIST/ST- WIDE, FLAGLER, LAKE

E54C4BidTabs

- WIDE, FLAGLER, LAKE, MARION, ORANGE, OSCEOLA, SEMINOLE, SUMTER, VOLUSIA E54C4-R0 Project(s, and approved by the Engineer. 365 CALENDAR DAYS Project(s): BREVARD, DIST/ST- WIDE, FLAGLER, LAKE

sr5_aviation-blvd_public-hearing-RW_AcquisitionHandbookEnglishSpanish (1)

River (954) 777-4242 5 Brevard, Flagler, Lake, Marion, Orange, Osceola, Seminole, Sumter, . Lucie y Indian River (954) 777-4242 5 Brevard, Flagler, Lake, Marion, Orange, Osceola

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

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

FL FY24-26 3HSP - Updated Final 06.25.24

and bicyclists have remained flat between 2018 and 2022 with statewide serious injuries decreasing 16, 10th Avenue N Flagler Drive 19 Broward 288 2 71.8%  Predominantly White (75.9%) and non-Hispanic

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

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

D1-11-07-2024BSN

ASSEM SRT-350/8 (REPL GUARDRAIL BEAM) EA 2.000 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

D1-01-16-25BSN

-FLARED APPROACH TERMINAL, REPLACE, NCHRP 350 EA 5.000 E536- 6-424 END ANCHORAGE ASSEM (REPLACE, ASSEM SRT-350/8 (REPL GUARDRAIL BEAM) EA 2.000 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 E544- 76- 2 CRASH CUSHION (CLEAN & INSPECT) EA

SFH2024

Penetrometer ............................44 Figure 9, Schematic of the Marchetti Flat Dilatometer