9038 search results for f
D4490000.do
-end pipe for laying on curves is specified. (f)Ensurethatthetype of wall markings is included, in the saturated condition after immersion in water at an ambient temperature above 41°F [5°C
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when used in combination with silica fume and/or metakaolin. (2) D r i l l e d S h a f t : a.FlyAsh, (HRWR) admixture, either Type F or Type G, except for concrete used in drilled shafts. Perform all, . 346-2.5.4 Corrosion Inhibitor Admixture: Use only with concrete containing Type II cement, Class F fly ash, may allow higher target slump, not to exceed 7 inches [180 mm], when a Type F or Type G admixtures, relationship: Equivalent28-Day Strength = Average Core Strength X 100 F w h e r e : F=4.4+39.1 (ln x) -3.1
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S p e c i f i c a t i o n : 0 0 3 0 0 0 0 A ward and Execution of Contract. Inaccordance, stated on the face of the Contract Bond form. On c C o n t r a c t s o f $ 2 5 0 , 0 0 0 o r l e s s
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,StateSpecificationsEngineer SUBJECT:Proposed S p e c i f i c a t i o n : 7 0 0 0 1 0 5 H i g h way Signing, h e f o l l o w i n g s u b s t i t u t e d : 7 0 0 - 4 . 1 4 D o c u m e n t a t i o n : S u
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/internal/7000105.origind.pdf?sfvrsn=3379cb2_03380000SS
e r mination t h a t t he d e f i c i e n c y w a s d u e t o t h e failure of the existing underlying layers that were not part of the Contract work. d. D e t e r mination t h a t t he d e f i c i
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with a contract time allowance of less than 225 calendar days. (b) I f t h e c o n t r a c t t i me, o f e s t i m a t e d c o n s t r u c t i o n c o n t r a c t a mount over $20,000,000. Further
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455 STRUCTURES F O U N D A T I O N S . (REV4-15-05)(FA8-18-05)(1-06) ARTICLE455-1(Pages462-465)isexpandedbythefollowing: 455-1.4VibrationsonFreshlyPlaced Concrete (Drilled Shafts and Piers): Ensure that freshly placed concrete is not subjected to vibrations greater than 1.5 in/sec from pile driving and/or drilled shaft casing installation sources located within the greater dimension, a r t s o f s t e e l p i l i n g , w e d g i n g , b r a c i n g , a n d s p l i c e s i n a c c o r
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/4550001ss.pdf?sfvrsn=7fec4cfc_04550001SS
455 STRUCTURES F O U N D A T I O N S . (REV4-15-05)(FA8-18-05)(1-06) ARTICLE455-1(Pages462-465)isexpandedbythefollowing: 455-1.4VibrationsonFreshlyPlaced Concrete (Drilled Shafts and Piers): Ensure that freshly placed concrete is not subjected to vibrations greater than 1.5 in/sec from pile driving and/or drilled shaft casing installation sources located within the greater dimension, a r t s o f s t e e l p i l i n g , w e d g i n g , b r a c i n g , a n d s p l i c e s i n a c c o r
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/4550001ssf15cdbcff26e4229aed9362ede5044d4.pdf?sfvrsn=af315abb_00070026SP
with a contract time allowance of less than 225 calendar days. (b) I f t h e c o n t r a c t t i me, o f e s t i m a t e d c o n s t r u c t i o n c o n t r a c t a mount over $20,000,000. Further
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/0070026sp.pdf?sfvrsn=bf5d7d7d_09750000SS
The coating should not blister, soften or loosen bond at the end of the test period The d e f a u l t f i n i s h c o a t m u s t meet Federal Color Standard No. 595B, Table VIII, Shade No. 36622
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The coating should not blister, soften or loosen bond at the end of the test period The d e f a u l t f i n i s h c o a t m u s t meet Federal Color Standard No. 595B, Table VIII, Shade No. 36622
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/9750000ssdcfd6c6b5b73410f98757cf57a383769.pdf?sfvrsn=bec40fc3_07000100.origind
TO: SpecificationReviewDistributionList FROM: DanielScheer,P.E.,StateSpecificationsEngineer SUBJECT:Proposed S p e c i f i c a t, Requirements. 700-1.1 D e s c r i p t i o n : F u r n i s h a n d e r e c t r o a d w a y s i g n s a t t h e
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with a contract time allowance of less than 225 calendar days. (b) I f t h e c o n t r a c t t i me, o f e s t i m a t e d c o n s t r u c t i o n c o n t r a c t a mount over $20,000,000. Further
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) o f s u b c o n t r a c t o r ( s ) p e r f o r ming the work The subcontractor may receive
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data. c. D e t e r mination t h a t t he d e f i c i e n c y w a s d u e t o t h e failure, he d e f i c i e n c y w a s t h e r e s ponsibility of a third party or its actions, unless
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2008/january-2008/workbook/ss3380000.pdf?sfvrsn=5509713e_0SP0072600
with a contract time allowance of less than 225 calendar days. (b) I f t h e c o n t r a c t t i me, o f e s t i m a t e d c o n s t r u c t i o n c o n t r a c t a mount over $20,000,000. Further
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2008/january-2008/workbook/sp0072600.pdf?sfvrsn=b28becc4_06530000.origind
Requirement Method Specific Gravity 1.17 ASTM D 792 Vicat Softening Temp. 305-325°F (152 – 163°C) ASTM D 1525 Brittleness Temp. Below -200°F (-129°C) ASTM D 746 Flammability Self-extinguishing ASTM
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the physical address where the fabrication is performed. (f) Pile configuration and layout based, occurs. (f) Hollow Wwale sections remaining hollow under service conditions must be capable
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) The Contractor has complied with and settled all requirements pertaining to any wage-rate provisions. (f, with and settled all requirements pertaining to any wage-rate provisions. (f) The Contractor has furnished all
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be user adjustable to allow temperature settings ranging from a minimum of 70 F to a maximum of 140°F, be between Main Line and ground terminals (f)The second stage clamp shall be between Equipment Line, (f) Input Capacitance 35 pF typical (g) Clamp Voltage 30V max @ 400A (Differential Mode) 30V max, than 100 (f) Response Time: less than 1 ns (g) Clamp Voltage: 30V maximum (h) Series Resistance, ns (d) Shock: Must withstand 10 foot drop on concrete (e) Clamp Voltage: 30V (f) Series
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