13230 search results for DESIGN
SP3500200.comm
on T1605. We had to use a High Early concrete mix design which tends to change the color slightly from
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530 REVETMENT SYSTEMS. (REV 10-26-17) (FA 12-13-17) (7-18) SUBARTICLE 530-1.3 is deleted and the following substituted: 530-1.3 Gabions: Furnish and install gabions, including gabion baskets and gabion mattresses, filled with rock in accordance with this Section and in conformance with the lines, grades, design, and dimensions shown in the Plans. SUBARTICLE 530-2.2 is deleted and the following substituted: 530-2.2 Articulating Concrete Block (ACB) Revetment Systems: Obtain all
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3470501 PORTLAND CEMENT CONCRETE – CLASS NS COMMENTS FROM INTERNAL/INDUSTRY REVIEW Charles Boyd/Robert Robertson Structures Design Office 414-4275/414-4267 Comments: (9-22-17) Maybe they plan to rely on acceptance of any given component made with NS concrete based on component specific criteria such as what is already in 520 ‐ 7. If that is the case, why is the 1/4" vertical criteria allowed to remain in 347 ‐ 5.1? Seems to me that 347 should specify material issues up
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3470501 PORTLAND CEMENT CONCRETE – CLASS NS COMMENTS FROM INTERNAL/INDUSTRY REVIEW Charles Boyd/Robert Robertson Structures Design Office 414-4275/414-4267 Comments: (9-22-17) Maybe they plan to rely on acceptance of any given component made with NS concrete based on component specific criteria such as what is already in 520 ‐ 7. If that is the case, why is the 1/4" vertical criteria allowed to remain in 347 ‐ 5.1? Seems to me that 347 should specify material issues up
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/comments-responses/3470501.resp.pdf?sfvrsn=d1cf9b34_09290000.comm
. For example, replacement rates, test ages, mix design (class IV), etc. need to be clarified
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. For example, replacement rates, test ages, mix design (class IV), etc. need to be clarified
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comments regarding response) I have some concerns regarding this proposed change. For design reasons
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substituted: 337-4.1 FC-5: The Department will design the FC-5 mixtures. Furnish the materials and all, two weeks to design the mix. The Department will establish the design binder content for FC-5, the verified mix design 337-6.2.1 Individual Test Tolerances for FC-5 Production: Terminate the LOT if any
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Supplemental Specification. The changes are proposed by Cheryl Hudson of the State Structures Design
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: The requirements for Type SP Asphalt Concrete mixtures are based on the design traffic level
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will be applied. Install all retroreflective pavement markers in accordance with Design Standards, Index
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Traffic Levels: The requirements for Type SP Asphalt Concrete mixtures are based on the design traffic
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t o n o r s q u a r e y a r d , t h e n u mber of gallons will be determined assuming a mix design, mined assuming a mix design with 3% liquid asphalt weighing 8.58 lb/gal. 0090201 All Jobs, , t h e n u mber of gallons will be determined assuming a mix design with 6.25% liquid asphalt, a r d , t h e n u m b e r o f g a l l o n s w i l l b e d e t e r mined assuming a mix design with 3
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stressing and testing. The factored design load includes appropriate load factors to ensure, at the bond length of the tendon. 11.ProofLoad:Temporary loading of an anchor to its factored design load, e s t a c c e p t a n c e c r i t e r i a , t h e C o n t r a c t or may modify the design, replacement prestressed soil anchors, reducing the factored design load by increasing the number
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to the dimensions shown in the Plans or the Design Standards. If the surface of the underlying soil is disturbed
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EPOXY COMPOUNDS – CERTIFICATION. (REV 7-1-01) (1-02) ARTICLE 926-2 (Page 838) is deleted and the following substituted: 926-2 Epoxy Design Requirements. 926-2.1 General: Alltypesofcompounds except D, L, M, and O shall contain no volatile solvent. Alltypesofcompounds except C, F, J, L, M, N and O shall be basically pure reactive material with a maximum ash content of 2%. Alltypesshall have simple mix ratios of one to one or two to one or shall be supplied in pre-measured containers
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of sustaining a maximum design velocity of 6.5 ft/sec [2 m/sec] as determined from tests performed by Utah
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in the Roadway and Traffic Design Standards. Whenrubbergasketsaretobeinstalledinthepipejoint
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9850200 GEOSYNTHETIC MATERIALS INTERNAL/INDUSTRY REVIEW COMMENTS ****************************************************************************** Derwood Sheppard 850-414-4334 derwood.sheppard@dot.state.fl.us Comments: (6-30-16) Subarticle 985-3.1, Product Acceptance; Should the new sentence read "...must rely on the limitations"? The term "not" seems misplaced. I would recommend rewording to: "For products on the APL with limited application type approval, installations and design
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in the general concrete mix design. ******************************************************************************
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