4429 search results for fla

OOM_20250717_active-contract-july 2025

, I-595 & I75 Flavia Magalhaes Maritza Tardi Broward County (954) 816-0172 (954) 732-1939 US 27, Movable Bridge Doug Shockley Nikki Canty Brevard, Flagler, Lake, Seminole, Volusia Counties (386) 740-3463 (407) 495-8236 State Primary Roads Lorien Scarlett Basil Saghorchi Flagler & Volusia, I-95 Patricia (Trish) Grey Alexander Gonzalez - Tubens Flagler & Voluisa Counties (386) 740-3425

1020302.comm

the contractor to use trained flaggers. Flaggers are used for a variety of tasks other than one lane operations. Now the specification is specifically limiting use of flaggers for one lane road operations, the contractor places flaggers to "guide" traffic around the lane closure. According to the new specification, these flaggers do not have to be certified or trained. Granted this is not a difficult, the requirement? Leaving it at trained flaggers PERIOD removes any room for doubt. After thinking more

44893815201-AncillaryStructuresReport

 SR 25 (US 27) FROM STITT RANCH TO FLAGHOLE ROAD Ancillary Structures Evaluation Report of Existing Structures November 2023 HENDRY COUNTY, FLORIDA Prepared For: Engineer of Record: DRMP, Inc. 941 Lake Baldwin Lane Orlando, FL 32814 Phone: (407) 896-0594 FAX: (407) 896-4836 Jocelyn M, infrastructure from Stitt Ranch to West of Flaghole Road. In accordance with the Florida Department, Ranch to West of Flaghole road. There are no planned modifications, additional loading

715-003FHWAApprovedPkg

Ft. õ 40 Ft. Mounting Height Luminaire FOUNDATION DEPTHS 1 flat turn bottom. spiral @ 6" pitch, 3 flat turns top and 12" centers (max.) or D10 (or W10) 2. Foundation Tie Bars: #4 Tie Bars @ shown. 1:2 add 2'-6" to foundation depths than 1:4 and equal to or flatter than or flatter than 1, " 45-50 Ft. õ 40 Ft. Mounting Height Luminaire FOUNDATION DEPTHS 1 flat turn bottom. spiral @ 6" pitch, 3 flat turns top and 12" centers (max.) or D10 (or W10) 2. Foundation Tie Bars: #4 Tie

Interchange_2025

Flagler730010000.000278.244Begin Flagler County 0.022278.266278Old Dixie Hwy 5.276283.520284SR-100Bunnell, Flagler Beach/Moody Blvd 11.066289.310289Palm Coast Pkwy 14.675292.919293Matanzas Woods Pkwy 18.729 296.973 End Flagler County St. Johns780800000.000296.973Begin St. Johns County 0.953297.926298US-1, 0.4690.4691ARickenbacker Causeway 1.5581.5581BUS-41Tamiami Trail, SW 7th St, SW 8th St, Flagler St, NW 1st St 2.0402.0402ASR-970Downtown Distributor, Flagler St, SW/SE 1st St 2.1632.1632CMiami Ave 2.2602.2602BNW 2 St

S.R. A1A Reopens Today on the Entire East Coast of Florida Following Damage from Hurricane Nicole

Hurricane Nicole Roadway Opening in Flagler, St. Johns and Volusia Counties TALLAHASSEE, Fla. — Today, in Flagler Beach; from Highbridge Road in Volusia County to South Central Avenue in Flagler Beach in Flagler County; from Wisteria Drive to Sunny Beach Drive in Ormond by the Sea; and in Vilano Beach, and Flagler counties. As these final sections of S.R. A1A reopen, motorists can check www.FL511.com

Program Management Bulletin 18-03

), Nick Finch (FHWA), Chad Thompson (FHWA) Guardrail - Flared Approach Terminals This Bulletin provides notice that Flared Approach Terminals for guardrail will temporarily be unavailable, with projects let for construction after June 30, 2018. As a result, Pay Item No.: 536-85-22 (Flared Approach, with construction lettings after June 30, 2018 with Flared Approach Terminals (Pay Item No.: 536-85-22) included. At the locations where Flared Approach Terminals are currently included, update

1020100-723origind2

a construction activity requires restricting traffic to one-way operations, locate the flaggers within view of each other when possible. When visual contact between flaggers is not possible, equip them, the limits of such areas until the potential for damage injury no longer exists. 102-5.78 Flagger: Provide flaggers to control traffic when traffic in both directions must use a single lane and in other situations as required. All flaggers must meet the personnel qualifications specified in Section 105

SPI-450-199

flange. Consider that the vertical curve geometry is along the effective alignment along a chord, height beams in adjacent spans so as to allow the beam bottom flanges to line up. Dim B and Dim D do, : V = Total Volume of build-up per beam (CY) L = Beam Length (ft) W = Width of beam top flange (ft

SPI-450-199e

flange. Consider that the vertical curve geometry is along the effective alignment along a chord, height beams in adjacent spans so as to allow the beam bottom flanges to line up. Dim B and Dim D do, : V = Total Volume of build-up per beam (CY) L = Beam Length (ft) W = Width of beam top flange (ft

SPI-450-199

flange. Consider that the vertical curve geometry is along the effective alignment along a chord, height beams in adjacent spans so as to allow the beam bottom flanges to line up. Dim B and Dim D do, : V = Total Volume of build-up per beam (CY) L = Beam Length (ft) W = Width of beam top flange (ft

SPI-450-199

flange. Consider that the vertical curve geometry is along the effective alignment along a chord, height beams in adjacent spans so as to allow the beam bottom flanges to line up. Dim B and Dim D do, : V = Total Volume of build-up per beam (CY) L = Beam Length (ft) W = Width of beam top flange (ft

1020302.resp

instructed the contractor to use trained flaggers. Flaggers are used for a variety of tasks other than one lane operations. Now the specification is specifically limiting use of flaggers for one lane road, right so the contractor places flaggers to "guide" traffic around the lane closure. According to the new specification, these flaggers do not have to be certified or trained. Granted, defines the requirement? Leaving it at trained flaggers PERIOD removes any room for doubt. After

Interstate Exit Numbers for I-595

INDEX A-Z Search Interstate Exit Numbers for I-595 Exit Numbers | I-4 | I-10 | I-110 | I-75 | I-175 | I-275 | I-375 | I-95 | I-195 | I-295 | I-395 | I-595 | Turnpike Traveling on I-595 Exit Number Intersecting Roadway West 1 SW 136th Ave East West 2 SR 823 (Flamingo Rd) East West 3 Hiatus Rd East

EEO OFFICER LIST 07 21 25

EEO Officer List 09 23 2025

EEO OFFICER LIST 07 07 2025

EEO Officer List 09 03 2025

9900307-724IMPL

 990 TEMPORARY TRAFFIC CONTROL DEVICE MATERIALS. (REV 7-6-23) (FA 12-5-23) (FY 2024-25) SUBARTICLE 990-3.7.1 is deleted and the following substituted: 990-3.7 Automated Flagger Assistance Devices (AFAD): 990-3.7.1 General: AFAD’s shall meet the physical display and operational requirements in the MUTCD and be listed on the APL. Manufacturers seeking evaluation of their product for the APL must include detailed vendor drawings showing typical application of the device in accordance

451280-1 SR 758 Over Sarasota Bay Bridge No 170061 Repair and Rehab Scope

flange spalls). Recommendation/action: Spall repair. Bascule Piers 9 and 10 Condition: CS-3, primary bar over FBM 9-6 adjacent to MG 9-1). Recommendation/action: Repair cracked welds. Flanking