1780 search results for work mix
SS1050000
Order: Order materials sufficiently in advance of their incorporation in the work to allow time, to date quantity and any additional materials placed. Do not commence work activities that require, Documents. Applicable materials include hot mix asphalt, Portland cement concrete (Structural, , connectors and other hardware. Exceptionstothesematerials are the production of hot mix asphalt Traffic Levels A and B only when the Contractor has selected Option 2 Mixture Acceptance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss1050000ae34a485973240d19782e02593fc0a30.pdf?sfvrsn=6e5dd0e4_0SS2000000
, the subgrade material becomes mixed with the base course material, dig out and remove the mixture, . Perform work in accordance with an approved Quality Control Plan meeting the requirements of 6-8. 200-2, water, uniformly mix it in to the full depth of the course that is being compacted. During wetting, , and shape and compact as specified above. Perform this work at no expense to the Department. 200-6.4.2, . 200-9 Calculations for Average Thickness of Base. Forbasesthat are not mixed in place, the Engineer
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2008/january-2008/workbook/ss2000000.pdf?sfvrsn=ff82e7bb_0SS2000000
, the subgrade material becomes mixed with the base course material, dig out and remove the mixture, . Perform work in accordance with an approved Quality Control Plan meeting the requirements of 105-3, water, uniformly mix it in to the full depth of the course that is being compacted. During wetting, , and shape and compact as specified above. Perform this work at no expense to the Department, for Average Thickness of Base. Forbasesthat are not mixed in place, the Engineer will determine
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss2000000.pdf?sfvrsn=a26780e2_0FDOT Managed Transit Lanes for Arterials (8.21.23) FINAL
Operates in Mixed Traffic on Snelling Avenue (Photo: SRF Consulting) ........ 6 Figure 5: The Vine BRT System in Vancouver, WA Operates in Managed Mixed Traffic (Photo: The Columbian, managed lane type and design. Transit Oriented Design (TOD) Compact and dense mixed-use, transit agencies operate premium service in mixed traffic managed by operational benefits, to the three types of managed transit lanes in this report: 1. Managed Mixed Traffic Transit Lanes 2
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/transit/documents/fdot-managed-transit-lanes-for-arterials-(8-21-23)-final_b0c30ecd-58d7-4306-8bcd-2724bf24821e.pdf?sfvrsn=25849057_17110000-722impl
exceeding 390ºF, mixing and agitation of the material in the reservoir to provide a homogeneous mixture, , in all mixing and conveying parts, including the line dispensing device until applied. Use, period shall begin with the satisfactory completion and acceptance of the work. The longitudinal, work specified in this Section, including, all cleaning and preparing of surfaces, furnishing of all, of all tools, machines and equipment, and all incidentals necessary to complete the work. Final
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/implemented/7110000-722impl.pdf?sfvrsn=6d6b044_27110000SS
materials to temperatures exceeding 390ºF [200ºC], mixing and agitation of the material reservoir to provide a homogeneous mixture without segregation. Use equipment that will maintain the striping material in a plastic state, in all mixing and conveying parts, including the line dispensing device, with the satisfactory completion and acceptance of the work. Thepavement markings shall show no signs, applied. 711-10 Basis of Payment. Pricesandpayments will be full compensation for all work specified
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/7110000ss.pdf?sfvrsn=e13d1ab8_0D5560000.do
. 556-4.5 Augering Fluids: Use a mixture of bentonite clay or other approved stabilizing agent mixed, ) PAGE686.ThefollowingnewSectionisaddedafterSection550. SECTION556 JACKANDBORE 556-1Description. 556-1.1 Scope of Work: The work specified, of sidewalk areas for periods exceeding two consecutive work days, provide an alternate route, , ensure that the work site is cleaned of all excess auger fluids or spoils. Removal and final, that the work site is restored to pre-construction conditions or as identified on the plans. (c)Restore
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d5560000.do.pdf?sfvrsn=a9cb04cb_0D5560000.do
. 556-4.5 Augering Fluids: Use a mixture of bentonite clay or other approved stabilizing agent mixed, ) PAGE686.ThefollowingnewSectionisaddedafterSection550. SECTION556 JACKANDBORE 556-1Description. 556-1.1 Scope of Work: The work specified, of sidewalk areas for periods exceeding two consecutive work days, provide an alternate route, , ensure that the work site is cleaned of all excess auger fluids or spoils. Removal and final, that the work site is restored to pre-construction conditions or as identified on the plans. (c)Restore
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d5560000.doa2c1e3533b414c8eba93cc5719ef61ed.pdf?sfvrsn=24dda4b1_05560000.origind
Description. 556-1.1 Scope of Work: The work specified in this Section documents the approved, consecutive work days, provide an alternate route that meets ADA requirements. 556-3.12 Site Conditions, 48 hours of completing installation of the boring product, ensure that the work site is cleaned, is the responsibility of the boring Contractor and ensure that the work site is restored to pre, be approved by the Engineer before any work proceeds. 556-4 Quality Control. 556-4.1 General: Take
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/internal/5560000.origind.pdf?sfvrsn=634e5475_0SPM5750000-725-i19904
by watering and resecuring sod strips if necessary until the work has been accepted by the Engineer. 575-2, a 6-inch thick finish soil layer with existing soil mixed with imported soil material as directed, to be paid will be the work directed quantities issued by the Department, for work, completed and accepted, placed. 575-5 Basis of Payment. Price and payment will be full compensation for all work
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/maintenance/finalized/spm5750000-725-i19904.pdf?sfvrsn=b436f254_1SPM5750000cln
by watering and resecuring sod strips if necessary until the work has been accepted by the Engineer. 575-2, a 6-inch thick finish soil layer with existing soil mixed with imported soil material as directed, to be paid will be the work directed quantities issued by the Department, for work, completed and accepted, placed. 575-5 Basis of Payment. Price and payment will be full compensation for all work
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/maintenance/implemented/spm5750000cln.pdf?sfvrsn=84752821_15610401.FHWA
work surfaces on a daily basis. Keep hazardous and non-hazardous waste separate. Do not mix, specific Coating Plan to the Engineer at least 14 calendar days prior to beginning coatings work. Do not begin coatings work until the site specific Coating Plan has been approved by the Engineer, Preparation Manual. Do not begin work until the traffic control plan is approved by the Engineer. Maintain traffic in accordance with Section 102. Forworkovernavigablewaters,submit a work plan
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/5610401.fhwa.pdf?sfvrsn=fe5634e1_02021_High Friction Surface Treatment (HFST) Synthesis for Florida Pavements
HFST contracts. • Create a separate contract for preparatory hot mix asphalt resurfacing work ahead, . ...... 16 Figure 2-14. How Resurfacing Work is Bid in HFST Contracts. Often Resurfacing the Substrate, require this [Figure 2-7]), most states include the resurfacing work in the same contract, , either by itself or as part of a larger paving effort. When the resurfacing work is grouped with other, will be in place for at least 6 to 10 years. Figure 2-14. How Resurfacing Work is Bid in HFST Contracts. Often
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/research/reports/fcpe/2021_high-friction-surface-treatment-(hfst)-synthesis-for-florida-pavements.pdf?sfvrsn=1cae71e6_14520402.FHWA
. Mortarforpackingconsistsofonepartcement and one part fine aggregate, by volume, mixed with a non-shrink admixture as recommended by the manufacturer. Mix the dry elements thoroughly to a uniform mixture. Add water to produce a mealy, slightly adhesive mixture. Pack the mortar until a water sheen is produced, by the manufacturer. Mix the dry elements thoroughly to a uniform mixture. Add water to produce a mealy, slightly, segment production. This item consists of the work necessary for establishing and putting
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/fhwa/4520402.fhwa.pdf?sfvrsn=99048cb0_01-08DesignBuildBoilerplate
that direct the Contractor to perform work are written in the active voice-imperative mood, score. Advertisement. Thepublicannouncement, as required by law, inviting bids for work, . Anindividual, firm, or corporation submitting a proposal for the proposed work. The word “Bidder” is also be deemed to include a Design-Build Firm submitting a proposal for the proposed work. Bridge, in the plans, specifications, or quantities of work, within the scope of the Contract, when prices
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2008/january-2008/design-build/1-08designbuildboilerplate.pdf?sfvrsn=8ec9f9db_0Special Provision Workbook January 2019
, SPECIFICATIONS, SPECIAL PROVISIONS, AND SITE OF WORK. (REV 11-3-15) (FA 1-27-16) (1-19) Insert, , SPECIFICATIONS, SPECIAL PROVISIONS, AND SITE OF WORK (60 DAY AD). (REV 4-11-16) (FA 7-1-16) (1-19) Insert, OF THE WORK - INTENT OF CONTRACT. (REV 8-19-09) (FA 8-24-09) (1-19) Insert Information Required, SCOPE OF THE WORK (LUMP SUM). (REV 6-3-16) (FA 6-9-16) (1-19) Insert Information Required. Changes to: 4-1, 4-3.1, 4-3.4, 4-3.9.4. SP0040100LS Lump Sum Projects CONTROL OF THE WORK (LUMP SUM
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/workbook/special-provision-workbook-january-2019.pdf?sfvrsn=783eab5_14550103.origind
completion of inspection by the divers, the Department may also elect to inspect the work before, by the Engineer to place the equipment in satisfactory operating condition as Unforeseeable Work, procedures consistent with the latest approved practices for this work. Include with these safety procedures, . 5.Mixtheadhesivecomponents in accordance with the manufacturer’s directions. Do not mix sand or any, or shaft groups. 4.Detailsofshaftexcavationmethods. 5.Detailsofslurry,includingproposedmethods to mix
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/internal/4550103.origind.pdf?sfvrsn=bb372c4f_04550103.impl
by the divers, the Department may also elect to inspect the work before authorizing the Contractor, condition as Unforeseeable Work. Provide the remainder of the equipment and personnel needed to conduct, , and employ safety procedures consistent with the latest approved practices for this work. Include, with the manufacturer’s directions. Do not mix sand or any other filler material with the epoxy components, ,includingproposedmethods to mix, circulate, desand, test methods, and proposed testing laboratory
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/implemented/4550103.impl.pdf?sfvrsn=5d3e7a7a_0PreSpecMeetingAgenda
Overview (Project Manager) Project Number: Work Mix: Project Description: Related FMs: Pay Item, Handbook (link) – Developmental Specs, MSPs, TSPs • UWHC/Phase 56 work involved with the project, that could affect unit costs (provide sample bid analysis findings) • Work Type Numbers (for any Structures work being included) • For projects that include structures, discuss anticipated Work
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/designsupport/districts/d5/files/specs/prespecmeetingagenda.pdf?sfvrsn=7dc3c292_152850000.origind
” 8” 9” 10” 11” 12-1/2” - Soil Cement (300 psi) (Plant Mixed) 5” 5-1/2” 6-1/2” 7-1/2” 8-1/2” 9” 10” 11” Soil Cement (300 psi) (Road Mixed) 5” 5-1/2” 6-1/2” 7-1/2” 8-1/2” - - - Soil Cement (500 psi) (Plant Mixed) 4” (2) 4” 5” 5-1/2” 6” 7” 7-1/2” 8-1/2” (1) Use only when specified, . 285-7CalculationofAverageThicknessofBase. Forbasesthat are not mixed in place, the Engineer will determine the average, compensation for all work specified in this Section, including tack coat between base layers, prime
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/internal/2850000.origind.pdf?sfvrsn=26f07d3e_0