9038 search results for f
LAP3440000-122impl
allow a maximum target slump of 7 inches when a Type F, G, I or II admixture is used. When flowing, not mix or place concrete when the air temperature at placement is below 40°F. During the curing, temperature to fall below 35°F for 12 hours or more or to fall below 30°F for more than 4 hours, enclose the structure in such a way that the air temperature within the enclosure can be kept above 50°F
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/lap/implemented/lap3440000-122impl.pdf?sfvrsn=611b8c3c_23340104-723impl
binder, a mixture will be considered a warm mix asphalt design if the mixing temperature is 285°F, a warm mix asphalt design if the mixing temperature is 305°F or less. The Engineer will consider any, not exceed a target temperature of 340°F for High Polymer asphalt binders, 330°F for PG 76-22 asphalt binders, and 315°F for unmodified asphalt binders. 9. Provide the physical properties
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/implemented/3340104-723impl.pdf?sfvrsn=65fa9eb4_29160000.origind
point of 385°C (725°F) or lower when tested in accordance with ASTM D6352-15. 9. Re-refined Eengine, 48 hours Maximum 15°F (PG 76-22 (ARB) only) Rolling Thin Film Oven Test Residue (AASHTO, ” = 4.50 kPa -1 max Multiple Stress Creep Recovery, Jnr, 3.2 (d, e, f) AASHTO M332-14 67°C, * sin δ, 10 rad/sec. Maximum 5000 kPa (f, g) Creep Stiffness, AASHTO T313-12 (2016) S, (PMA) and PG 76-22 (ARB) shall pass a “V” grade per AASHTO M332-14. (f) A maximum Jnr diff = 75
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/review/internal/9160000.origind.pdf?sfvrsn=ba04bd41_04510200.FHWA
: StateSpecifications Office Section 451 Proposed S p e c i f i c a t i o n : 4 5 1 0 2 0 0 P r e s, , please call me at 414-4130. Sincerely, S i g n a t u r e o n f i l e D a n H u r t a d o , P . E . S t a t e S p e c i f i c a t i o ns E n g i n e e r D H / d t A t t a c h ment cc, that does not exceed 0.08 inches/ in the last log cycle of time; and 2. F o r p e r f o r mance tests
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/review/fhwa/4510200.fhwa.pdf?sfvrsn=507e2fff_0D7430000.DO
a p p r o v a l p r o c e s s f o r e q u i p ment or material used on a traffic monitoring site, )Provideclassificationby lane in vehicle type by axle class in 15 bins (minimum) in accordance with FHWA’s Scheme “F, a t e s a s s p e c i f i e d w h e n t h e t e mperature and humidity ambients inside, installation. 743-9.3 F u r n i s h : T h e C o n t r a c t u n i t p r i c e p e r a s s e mbly for Vehicle, Documents. 743-9.5 M o d i f y : T h e C o n t r a c t u n i t p r i c e p e r a s s e mbly
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2004/january-2004/workbook/d7430000.do.pdf?sfvrsn=2ab05300_06460202.origind
Townsend 850‐414‐4303 olivia.townsend@dot.state.fl.us Date: S p e c i f i c a t i o n S e c tion: O r i, ,StateSpecificationsEngineer SUBJECT:Proposed S p e c i f i c a t i o n : 6 3 3 0 2 0 1 C o m m u n, documents submittedprovided to the Engineer. Install c a b l e t a g s w i t hin 1 f o o t o f e a c, . 633-3.1.5.2 S p l i c e E q u i p m e n t : U s e a f u s i o n s p l i c e machine to splice all
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/internal/6460202.origind.pdf?sfvrsn=33d1b9e1_06330201.origind
Townsend 850‐414‐4303 olivia.townsend@dot.state.fl.us Date: S p e c i f i c a t i o n S e c tion: O r i, ,StateSpecificationsEngineer SUBJECT:Proposed S p e c i f i c a t i o n : 6 3 3 0 2 0 1 C o m m u n, documents submittedprovided to the Engineer. Install c a b l e t a g s w i t hin 1 f o o t o f e a c, . 633-3.1.5.2 S p l i c e E q u i p m e n t : U s e a f u s i o n s p l i c e machine to splice all
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/internal/6330201.origind.pdf?sfvrsn=6ed2463a_09330000.origind
Townsend 850‐414‐4303 olivia.townsend@dot.state.fl.us Date: S p e c i f i c a t i o n S e c tion: O r i, ,P.E.,StateSpecificationsEngineer SUBJECT:Proposed S p e c i f i c a t i o n : 9 3 3 0 0 0 0 P r e s t, temperature (Tg) ASTM E1640 - DMA ASTM E1356 - DSC ≥230°F ≥212 °F Total enthalpy of polymerization, % in 24 hours at 122°F Tensile Modulus of elasticity ASTM D7205 ≥18,000 ksi Typical Sizes and Loads
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/internal/9330000.origind.pdf?sfvrsn=ef479120_01040005SS
)Foreachphaseofconstructionoperationsoractivities, supply the following information: (a) L o c ations o f a l l e r o s i o n c o n t r o l d, will be in operation (d) M o n i t o r i n g s c h e d u l e s f o r maintenance of erosion control devices (e) M e t h o d s o f maintaining erosion control devices (f)Containment or removal methods, t h e f o l l o w i n g s u b s t i t u t e d : Providebaleshavingminimum dimensions of 14 by 18
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2005/january-2005/workbook/1040005ss.pdf?sfvrsn=edc1c2cb_07430000SP
: T h e a p p r o v a l p r o c e s s f o r e q u i p ment or material used on a traffic, )Provideclassificationbylaneinvehicletypebyaxleclassin15bins (minimum) in accordance with FHWA’s Scheme “F”. (e, : P r o v i d e a n e l e c t r o n i c s u n i t w h i c h o p e r a t e s a s s p e c i f i e d w, and accepted installation. 743-9.3 F u r n i s h : T h e C o n t r a c t u n i t p r i c e p e r a s s e mbly, in the Contract Documents. 743-9.5 M o d i f y : T h e C o n t r a c t u n i t p r i c e p e r a s s e
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2005/january-2005/workbook/7430000sp.pdf?sfvrsn=b1315c7c_01040005SS
)Foreachphaseofconstructionoperationsoractivities, supply the following information: (a) L o c ations o f a l l e r o s i o n c o n t r o l d, will be in operation (d) M o n i t o r i n g s c h e d u l e s f o r maintenance of erosion control devices (e) M e t h o d s o f maintaining erosion control devices (f)Containment or removal methods, t h e f o l l o w i n g s u b s t i t u t e d : Providebaleshavingminimum dimensions of 14 by 18
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2005/january-2005/workbook/1040005ssae1a5e39f4014a63af45d71783b246a3.pdf?sfvrsn=d48dd023_07430000SP
: T h e a p p r o v a l p r o c e s s f o r e q u i p ment or material used on a traffic, )Provideclassificationbylaneinvehicletypebyaxleclassin15bins (minimum) in accordance with FHWA’s Scheme “F”. (e, : P r o v i d e a n e l e c t r o n i c s u n i t w h i c h o p e r a t e s a s s p e c i f i e d w, and accepted installation. 743-9.3 F u r n i s h : T h e C o n t r a c t u n i t p r i c e p e r a s s e mbly, in the Contract Documents. 743-9.5 M o d i f y : T h e C o n t r a c t u n i t p r i c e p e r a s s e
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/7430000sp.pdf?sfvrsn=1d4bab31_07110000SS
50ºF [10°C] and rising for asphalt surfaces and 60°F [16°C] and rising for concrete surfaces, markings only to dry surfaces and when ambient air temperature is at least 32°F [0°C]. Prior, : 711-4.5.1 L o n g i t u d i n a l L i n e s : F o r i n i t i a l t r a f f i c s t r i p i n g
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/7110000ss.pdf?sfvrsn=e13d1ab8_07100000SS
e o f a p p l y i n g g l a s s s p h e r e s t o t h e s urface of the completed stripe, cost to the Department. Applyallpavement markings prior to opening the road to traffic. 710-4.1.1 F i n a l S u r f a c e : P a i n t e d P a v e ment Markings (Final Surface) will include two, of quantities consists of the following: (a) C o n t r a c t N u mber, F P I D N u mber, Certification, , in gross miles [kilometers], of Alternating Skip Traffic Stripe, authorized and acceptable applied. (f
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/7100000ss.pdf?sfvrsn=afb0bff5_0SS5700000
570 PERFORMANCE T U R F . (REV9-11-06)(FA9-13-06)(1-07) SECTION570(Pages664-667)isdeletedandthefollowingsubstituted: SECTION570 PERFORMANCE TURF 570-1 Description. Establishagrowing, , as may be necessary. Establishedturfisdefinedasfollows: Established r o o t s y s t e m ( l e a f b l a d e s b r e a k b e f o r e s e e d l i n g s o r s o d c a n b e p u l l e d f r o m the soil, features of the Contract. b. 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 t h e r e s
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2007/january-2007/workbook/ss5700000.pdf?sfvrsn=75b6cb47_0SP7430000
: T h e a p p r o v a l p r o c e s s f o r e q u i p ment or material used on a traffic, (minimum) in accordance with FHWA’s Scheme “F”. (e)Ensurethatallprograms and operating parameters, e r a t e s a s s p e c i f i e d w h e n t h e t e mperature and humidity ambients inside, necessary for a complete and accepted installation. 743-9.3 F u r n i s h : T h e C o n t r a c t u, and/or components as specified in the Contract Documents. 743-9.5 M o d i f y : T h e C o n t r a c t
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2007/january-2007/workbook/sp7430000.pdf?sfvrsn=bbc1a79_06460000.FHWA
: StateSpecifications Office Section 646 Proposed S p e c i f i c a t i o n : 6 4 6 0 0 0 0 A l u m i, i g n a t u r e o n f i l e D a n i e l S c h e e r , P . E . S t a t e S p e c i f i c a t i o ns, Signals. Provide the FHWA certification letter for product approval. 7. I d e n t i f i c a t i o n, certification letter for product approval. 7. I d e n t i f i c a t i o n : I s l e g i b l y a n d v i
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/fhwa/6460000.fhwa.pdf?sfvrsn=c5de917f_00070101.FHWA
: StateSpecifications and Estimates Office Section 007 Proposed S p e c i f i c a t i o n : 0 0 7 0 1, at 414-4130. Sincerely, S i g n a t u r e o n f i l e D a n i e l S c h e e r , P . E . S t a t e S p e c i f i c a t i o ns E n g i n e e r D S / o t A t t a c h ment cc: FloridaTransportation, : 7-20 Regulations of Air Pollution from Asphalt Plants. 7-20.1 G e n e r a l : P e r f o r m all, Plants. 7-20.1 G e n e r a l : P e r f o r m all work in accordance with all Federal, State, and local
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/fhwa/0070101.fhwa.pdf?sfvrsn=3230fd23_0SP7430000
: T h e a p p r o v a l p r o c e s s f o r e q u i p ment or material used on a traffic, (minimum) in accordance with FHWA’s Scheme “F”. (e)Ensurethatallprograms and operating parameters, e r a t e s a s s p e c i f i e d w h e n t h e t e mperature and humidity ambients inside, necessary for a complete and accepted installation. 743-9.3 F u r n i s h : T h e C o n t r a c t u, and/or components as specified in the Contract Documents. 743-9.5 M o d i f y : T h e C o n t r a c t
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2008/january-2008/workbook/sp7430000.pdf?sfvrsn=473feb16_0SS5700000
570 PERFORMANCE T U R F . (REV9-11-06)(FA9-13-06)(1-07) SECTION570(Pages664-667)isdeletedandthefollowingsubstituted: SECTION570 PERFORMANCE TURF 570-1 Description. Establishagrowing, , as may be necessary. Establishedturfisdefinedasfollows: Established r o o t s y s t e m ( l e a f b l a d e s b r e a k b e f o r e s e e d l i n g s o r s o d c a n b e p u l l e d f r o m the soil, features of the Contract. b. 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 t h e r e s
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2008/january-2008/workbook/ss5700000.pdf?sfvrsn=a3f2377f_0