13209 search results for DESIGN

9750000SS

an adherent coating that is visually uniform and capable of performing according to its designated, of this Section. All coatings must be designed for a marine, coastal environment and must be self-curing, Finish Coatings for Concrete. 975-6.1 General: Use a commercial product designed specifically, designated in the plans. The components of the coating system must be supplied by a single

Special Provisions Workbook July 2020

DEV550FNC (1-5-23)

 FENCING (REV 1-5-23) SECTION 550 is deleted and the following substituted: SECTION 550 FENCING 550-1 Description. Furnish, erect and reset metal fence of the type and at the locations shown in the Plans. 550-2 Types of Fence. The types of fence are designated as follows: Type A (Farm, means. Fasten the fabric using tools designed for the purpose, in accordance with the manufacturer’s, stretchers designed for the purpose. 550-4.7 Electrical Grounds: Wherever a power line passes

425-010

structures. (Alt. B) . Larger standard structure bottoms are designated Type J. Risers are permitted, , or 12'-0" diameter require a special design. 4. Wall lengths exceeding the dimensions or depths, of reinforcement. t and t - Wall Thickness. C-I-P TABLES 1, 2, 3, AND 4 TABLE 4 - WALL DESIGNS

425-010

structures. (Alt. B) . Larger standard structure bottoms are designated Type J. Risers are permitted, , or 12'-0" diameter require a special design. 4. Wall lengths exceeding the dimensions or depths, of reinforcement. t and t - Wall Thickness. C-I-P TABLES 1, 2, 3, AND 4 TABLE 4 - WALL DESIGNS

425-010

structures. (Alt. B) . Larger standard structure bottoms are designated Type J. Risers are permitted, " diameter require a special design. 4. Wall lengths exceeding the dimensions or depths shown in inside, . t and t - Wall Thickness. C-I-P TABLES 1, 2, 3, AND 4 TABLE 4 - WALL DESIGNS - RECTANGULAR

9460100-724origind

Traffic Engineering Manual FDOT Design Manual Construction Project Administration Manual Basis of Estimate/Pay Items Structures Design Guidelines Approved Product List Materials Manual, , Dev330TL, Dev334TL etc.) Maintenance Specs Will this revision necessitate any of the following: Design, meet ANSI A21.11. Unless a particular type or class of pipe is designated in the plans

SS9160000

AASHTO T-315 shall be 67ºC. 6.AllPGasphaltbindershavingahightemperature designation of PG 67, designation higher than PG 67 shall be produced with a styrene-butadiene-styrene (SBS) or styrene-butadiene, , the original PG binder grade, the modifier product designation, and amount added shall be indicated, product designation (QPL number as applicable). Any special handling or temperature requirements shall, , and the quantity of silicone and anti-strip agent addition, including product designation (QPL number

SS9160000

AASHTO T-315 shall be 67ºC. 6.AllPGasphaltbindershavingahightemperature designation of PG 67, designation higher than PG 67 shall be produced with a styrene-butadiene-styrene (SBS) or styrene-butadiene, , the original PG binder grade, the modifier product designation, and amount added shall be indicated, product designation (QPL number as applicable). Any special handling or temperature requirements shall, , and the quantity of silicone and anti-strip agent addition, including product designation (QPL number

4550510.FHWA

: Office of Design, Specifications Section 455 Proposed Specification: 4550510 Structures, measurements during the driving of piles designated in the Plans or authorized by the Engineer, . Other. Either install EDCs in the piles in accordance with Design Standards, Index No. 20602, Factors requirements for Driven Piles with 100% Dynamic Testing specified in the Structure Design, sampling tool designed to sample over a depth range of 12 inches or less. Take whatever action

1050812.comm

attenuator that is replaced, the designated District or Area Maintenance Engineer shall evaluate, impacts. All Department approved attenuator designs are listed on the QPL. Attenuators, the facility to have to shut down their designated cash/trucks booth on multiple occasions - once

2024FDM151RevisionPackages

 Topic #625-000-002 FDOT Design Manual 151 - Revision Packages 151 Revision Packages 151.1, . A revision package is created when the engineering design is changed, and associated documents are modified. There are two types of revision packages: (1) Post-let revisions for Design-Bid-Build (2) Post-stamped revisions for Design-Build Projects 151.2 Post-Let Revisions Post-let revisions occur, Design Project Manager (PM) to process the required revision package, including any necessary

2024FDM151RevisionPackages

 Topic #625-000-002 FDOT Design Manual 151 - Revision Packages 151 Revision Packages 151.1, . A revision package is created when the engineering design is changed, and associated documents are modified. There are two types of revision packages: (1) Post-let revisions for Design-Bid-Build (2) Post-stamped revisions for Design-Build Projects 151.2 Post-Let Revisions Post-let revisions occur, Design Project Manager (PM) to process the required revision package, including any necessary

2025FDM151RevisionPackages

 Topic #625-000-002 FDOT Design Manual 151 - Revision Packages 151 Revision Packages 151.1, . A revision package is created when the engineering design is changed, and associated documents are modified. There are two types of revision packages: (1) Post-let revisions for Design-Bid-Build Projects (2) Post-stamped revisions for Design-Build Projects 151.2 Post-Let Revisions Post-let, of the Department’s Design Project Manager (PM) to process the required revision package, including any

2025FDM151RevisionPackages

 Topic #625-000-002 FDOT Design Manual 151 - Revision Packages 151 Revision Packages 151.1, . A revision package is created when the engineering design is changed, and associated documents are modified. There are two types of revision packages: (1) Post-let revisions for Design-Bid-Build Projects (2) Post-stamped revisions for Design-Build Projects 151.2 Post-Let Revisions Post-let, of the Department’s Design Project Manager (PM) to process the required revision package, including any

2026FDM151RevisionPackages

 Topic #625-000-002 FDOT Design Manual January 1, 2026 151 - Revision Packages 1 151 Revision, of revision packages. A revision package is created when the engineering design is changed, and associated, for Design-Bid-Build Projects (2) Post-stamped revisions for Design-Build Projects 151.2 Post-Let, is the responsibility of the Department’s Design Project Manager (PM) to process the required revision package, and delivers it to the Design PM . (3) The Design PM is responsible for ensuring that appropriate

1020602int

: Other Affected Documents/Offices Contacted Yes/No Other Standard Plans No Florida Design Manual, the bridge components from the designated storage facility to the job site. Unload, erect, and maintain the bridge, then dismantle the bridge and load and return the components to the designated storage, to the designated storage facility beginning no later than 140 calendar days after the date the detour

Special Provisions Workbook July 2017

with the Proposal design. CONTROL OF THE WORK. (REV 3-15-02) (7-17) SUBARTICLE 5-1.1 is expanded

1020302.origind

to the PPM, Design Standards, SDG, CPAM or other manual? NO Is a Design Bulletin, Construction Memo, Perkins of the State Roadway Design Office to emphasize compliance with the Americans, ,andtransportthebridgecomponents from the designated storage facility to the job site. Unload, erect, to the designated storage facility. Notify the Engineer in writing at least ten calendar days before returning, to the designated storage facility beginning no later than ten calendar days after the date the detour bridge

7000401.FHWA

for a 50 year design life. The sign assembly must be designed and constructed to withstand loads, . Ensure the interior structure is constructed of aluminum. Ensure that the sign housing design, for Structural Supports for Highway Signs, Luminaires, and Traffic Signals. Design and construct the DMS unit for continuous usage of at least 20 years and the sign structure for a 50 year design life. The sign assembly must be designed and constructed to withstand loads, including a wind load of 150 miles