9038 search results for f
9711004.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, : Property Test Method Minimum Maximum Softening Point ASTM D36 195°F - Hardness of Skid Resistance, Resistance ASTM D256, Method A 1.0 N·m - Flash Point ASTM D92 475°F - *The durometer and panel shall be at 80115°F, with a 1000 g load applied. Instrument measurement shall be taken after 15 seconds
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/internal/9711004.origind.pdf?sfvrsn=bbbe15ca_09240201.impl
924 ADMIXTURES FOR CONCRETE. (REV 3-1-17) (FA 3-3-17) (7-17) SUBARTICLE 924-2.1 is deleted and the following substituted: 924-2.1 Approved Product List (APL): The Department maintains a list of qualified admixtures for air-entraining, water-reducing (Type A), accelerating (Type C), water-reducing and retarding (Type D), water-reducer and accelerating (Type E), high range water reducing (Type F) and high range water-reducing and retarding (Type G), high range water-reducing (Type I
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/implemented/9240201.impl.pdf?sfvrsn=b58ed7b9_06710000.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 7 1 0 0 0 0 T r a f f i c C o n
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/review/internal/6710000.origind.pdf?sfvrsn=6ffb8b4_03371100.FHWA
: StateSpecifications Office Section 337 Proposed S p e c i f i c a t i o n : 3 3 7 1 1 0 0 A s p h a l t C o n c r e t e F r i c t i on Course. Dear Mr. Nguyen: We are submitting, for your approval, relating to this specification change, 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/review/fhwa/3371100.fhwa.pdf?sfvrsn=dde35e49_0D9700003.do
970 RAISED R E T R O - R E F L E C T I V E P A V E MENT MARKERS – PERFORMANCE REQUIREMENTS. (REV8-23-00)(FA10-27-00)(1-01) SUBARTICLE970-1.3(Pages911and912)isdeletedandthefollowing substituted: 970-1.3 Performance Requirements: The RPM shall meet the performance requirements specified in ASTM D 4280, Section 6.2, for luminous intensity, flexural strength, compressive strength, resistance to cracking, and thermal cycling, as modified herein. Test method FM 5-566 will be used
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d9700003.do.pdf?sfvrsn=dc32f2b7_0D0070002.do
inspector (e)Completion of SWPPP construction inspection reports (f
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2004/january-2004/workbook/d0070002.do.pdf?sfvrsn=ef1d1eb3_07010500.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 : 7 0 1 0 5 0 0 P r o f i l, t N u mber, F P I D N u mber, Certification Number, Certification Date and the period
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/internal/7010500.origind.pdf?sfvrsn=b3e43621_09490000.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 : 9 4 9 0 0 0 0 M i s c e l l a n e o u s C o m p o n e n t s f o r M a n holes, Inlets and Other Structures. Inaccordance, b . / f t 3 65±5%ASTMD3574-05,TestA Durometer Hardness, Molded Surfaces, Shore A 75A ± 10
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/internal/9490000.origind.pdf?sfvrsn=65efce3f_05100705.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 : 5 1 0 0 7 0 5 N a v i g a t i o n L i g h t s f o r F i x e d B r i d g e s . Inaccordance with Specification Development
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/internal/5100705.origind.pdf?sfvrsn=54b5ccd_09300600.origind
S p e c i f i c a t i o n : 9 3 0 0 6 0 0 M a t e r i als for Concrete Repair. Inaccordance, with the following modification. The initial time of set shall be tested at 95° plus or minus 5°F. ***Make, with the following modification. The initial time of set shall be tested at 95°F, plus or minus 5°F
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/internal/9300600.origind.pdf?sfvrsn=eb6a7705_09900201.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 : 9 9 0 0 2 0 1 T e m p o r a r y T r a f f i c C o n t r o l D e v i c e M a t e r i a l s . Inaccordance with Specification
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/internal/9900201.origind.pdf?sfvrsn=14f6a923_09480104.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 4 8 0 1 0 4 O p t i o, : 948-2.3.3 C e r t i f i c a t i o n : F u r n i s h S u bmit to the Engineer signed certification from
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/internal/9480104.origind.pdf?sfvrsn=6ce8899a_02880302.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 : 2 8 8 0 3 0 2 C e m e n, in accordance with the proposed design mix meets the requirements of this Section. 2. T e s t d a t a f r o m a s i n g l e t r i a l b a t c h o f a 1 y d 3 m i n i mum is required, which demonstrates
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/internal/2880302.origind.pdf?sfvrsn=6bb8b351_06760202.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 7 6 0 2 0 2 T r a f f i
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/internal/6760202.origind.pdf?sfvrsn=6a4aa12f_05210100.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 : 5 2 1 0 1 0 0 C o n c r e t e B a r r i e r s , T r a f f i c R a i l i n g B a r r i e r s a n d P a r a p e t s
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/internal/5210100.origind.pdf?sfvrsn=251654dd_000900LSSP
made f o r f u e l u s e d a f t e r t h e e xpiration of the last allowable Contract Day, received (BAPI), and then only on the portion that exceeds 5%. Price a d j u s t ments made f o r b i t, t s s p e c i f y i n g a t h i c k n e s s i n t h e C o n t r a c t D o c u ments for asphalt, of asphalt]. On p r o j e c t s s p e c i f y i n g a t o t a l s p r e a d r a t e o f mix, f a s p h a l t mix (lbs) for the sublot/area covered by that sublot (sy) Duringconstruction
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2005/january-2005/workbook/00900lssp.pdf?sfvrsn=8d98d1a3_09370000SS
marked with the following information: Manufacturer’sname and address Product N a me Date o f M a n u f a c t u r e E x p i r a t i o n D a t e L O T I d e n t i f i c a t i o n N u m b e r S t o, /dispensing nozzles. Fabricationrequirements for anchors and dowels. Description o f t o o l s p e r mitted
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2005/january-2005/workbook/9370000ss.pdf?sfvrsn=f4405aad_00060502.FHWA
Re: StateSpecifications Office Section 006 Proposed S p e c i f i c a t i o n : 0 0 6 0 5 0 2 C o n t r o l o f M a t e r i a l s . D e a r M r . Nguyen: We are submitting, for your approval, two, to this specification change, 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 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/0060502.fhwa.pdf?sfvrsn=feec9528_07060000.FHWA
Re: StateSpecifications Office Section 706 Proposed S p e c i f i c a t i o n : 7 0 6 0 0 0 0 R a i s e d R e t r o r e f l e c t i v e P a v e m e n t M a r k e r s a n d B i t u m i n o u s A d, 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 / d t A t t a c h ment cc: FloridaTransportation
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/7060000.fhwa.pdf?sfvrsn=660abc6c_06080000-1.FHWA
Re: StateSpecifications Office Section 608 Proposed S p e c i f i c a t i o n : 6 0 8 0 0 0 0 - 1 M a n u f a c t urers’ Warranties for Traffic Control Signals and Devices. Dear Mr. Nguyen: We, 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/6080000-1.fhwa.pdf?sfvrsn=b3612bc5_0