9038 search results for f
5460200SS
o f a n y p l a n t - mixed hot bituminous material, apply a tack coat meeting the requirements
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/5460200ss838a9468ea6e464d98ccfffbee523174.pdf?sfvrsn=d38cc4e5_04300048SS
. 2.Actualrecordedseparationmeasurement of all pipe joints. 3. P i p e o v a l i t y r e p o r t . 4 . D e f l e c t i o n measurements a n d g r a p h i c a l diameter analysis report in terms of x and y axis. 5. F l a t a n a l y s i s r e p o r t . 6.Representativediameter of the pipe. 7. P i p e d e f o r mation measurements, p o r t : P r o v i d e a h i g h q u a l i t y D V D i n a M P E G 2 f o rmat video
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/4300048ss.pdf?sfvrsn=fe2777a4_00070101.impl
i d e s : U s e p r o d u c t s f o u n d o n t h e f o l l o w i n g w e b s i t e , http, i c e n s e s , p a y a l l c h a r g e s a n d f e e s , a n d g i v e a l l n o t i c e s n e c e s s a r y f o r l a w f u l p e r f o r mance of the work. Ensure t h at a l l i n s e cticides, (f) of the USDOT Act: Section 4(f) of the USDOT Act prohibits the U. S. Secretary of Transportation, is the Contractor’s responsibility to submit justification for use of Section 4(f) property that is sufficient
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/implemented/0070101.impl.pdf?sfvrsn=3f083a99_05210200.impl
521 CONCRETEBARRIERS,TRAFFIC RAILING BARRIERS, AND PARAPETS. (REV9-1-15)(FA2-8-16)(7-16) ARTICLE521-2isdeleted and the following substituted: 521-2 Materials. Meetthefollowingrequirements: Portland Cement Concrete . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . S e c t i o n 3 4 6 R e i n f o r c i n g S t e e l ................................................Section 415 Joint Materials
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/implemented/5210200.impl.pdf?sfvrsn=5712969e_05460200SS
o f a n y p l a n t - mixed hot bituminous material, apply a tack coat meeting the requirements
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/5460200ss.pdf?sfvrsn=2f3e0c5c_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/2006/january-2006/workbook/9370000ss.pdf?sfvrsn=35bc3ab1_04070200.impl
i n f o r c i n g f o r C o n c r e t e ................................................Section 415, * . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . S e c t i o n 9 0 1 F i n e A g g r e g a t e, e c t i o n 9 8 5 * T h e g r a d a t i o n r e q u i r e m e n t s o f a g g
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/implemented/4070200.impl.pdf?sfvrsn=b62005af_09900600.origind
TO: SpecificationReviewDistributionList FROM: DanielScheer,P.E.,StateSpecificationsEngineer SUBJECT:Proposed S p e c i f i c a t i o n : 9 9 0 0 6 0 0 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, assembly. (f)6. All hardware shall be galvanized in accordance with ASTM A123 or stainless steel
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/internal/9900600.origind.pdf?sfvrsn=2a5f2d32_00010300.FHWA
Florida Department of Transportation RICK SCOTT GOVERNOR 605 Suwannee Street Tallahassee, FL 32399-0450 JIM BOXOLD SECRETARY May 26, 2015 Khoa Nguyen Director, Office of Technical Services Federal Highway Administration 545 John Knox Road, Suite 200 Tallahassee, Florida 32303 Re: StateSpecifications Office Section 001 Proposed S p e c i f i c a t i o n : 0 0 1 0 3 0 0 D e f i n, 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/fhwa/0010300.fhwa.pdf?sfvrsn=1679a9d0_23300000.FHWA
Re: StateSpecifications Office Section 330 Proposed S p e c i f i c a t i o n : 3 3 0 0 0 0 0 H o t, 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, or Asphalt Binder Type Minimum Temperature (°F) ≤ 1 inch 50 Any mixture > 1 inch containing a PG asphalt
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/fhwa/3300000.fhwa.pdf?sfvrsn=61e5ce3d_00010300DB.FHWA
Florida Department of Transportation RICK SCOTT GOVERNOR 605 Suwannee Street Tallahassee, FL 32399-0450 JIM BOXOLD SECRETARY May 26, 2015 Khoa Nguyen Director, Office of Technical Services Federal Highway Administration 545 John Knox Road, Suite 200 Tallahassee, Florida 32303 Re: StateSpecifications Office Section 001 Proposed S p e c i f i c a t i o n : 0 0 1 0 3 0 0 D B D e f, 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/fhwa/0010300db.fhwa.pdf?sfvrsn=442f7581_01200702.impl
in successive layers with lifts up to a maximum compacted thickness of 6 inches. Alternately, f o r, , revert to the 6 inch compacted lifts. As f a r a s p r a c t i c a b l e , d i s t r i b u t e t r a f f i c o v e r t h e w o r k d u r i n g t h e c o n s t r u c t i o n of embankments so as to cover
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/implemented/1200702.impl.pdf?sfvrsn=c50e42a0_03000000.comm
on this.........."if the ambient surface temperature is less than ...... degrees F.....place tack
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/comments-responses/3000000.comm.pdf?sfvrsn=d4c595fd_03200603.impl
, at a hot mix asphalt temperature not to exceed 330°F for purposes of heating the asphalt paver
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/implemented/3200603.impl.pdf?sfvrsn=3b2027f0_03530200.impl
353 CONCRETE P A V E MENT SLAB REPLACEMENT. (REV1-13-14)(FA1-16-14)(7-14) ARTICLE353-2isdeleted and the following substituted: 353-2 Materials. Meet the following requirements: Portland Cement Concrete . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . S e c t i o n 3 4 6 C o a r s e A g g r e g a t e . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . S e c t i o n 9 0 1 F i n e A g g r e g a t e
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/implemented/3530200.impl.pdf?sfvrsn=c534d712_0SS1210300
a v a t a b l e Cement Type 1 75-100lb/yd 3 75-150 l b / y d 3 F l y A s h None 150-600lb/yd 3
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss1210300.pdf?sfvrsn=72dfe8a_04551508.FHWA
Re: StateSpecifications and Estimates Office Section 455 Proposed S p e c i f i c a t i o n : 4 5 5 1 5 0 8 S t r u c t u r e s F o u n d a t i o n s . D e a r M r . T h o mpson: We are submitting, 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/2014/july-2014/review/fhwa/4551508.fhwa.pdf?sfvrsn=6b6058b7_04550518DB.FHWA
Re: StateSpecifications and Estimates Office Section 455 Proposed S p e c i f i c a t i o n : 4 5 5 0 5 1 8 D B S t r u c t u r e s F o u n d a t i o n s . D e a r M r . T h o mpson: We, 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/2014/july-2014/review/fhwa/4550518db.fhwa.pdf?sfvrsn=409cc63f_00090103SLLS.FHWA
: StateSpecifications and Estimates Office Section 009 Proposed S p e c i f i c a t i o n : 0 0 9, i f i c a t i o ns E n g i n e e r D S / ft Attachment cc: FloridaTransportation Builders' Assoc, )TheContractorhascompliedwithandsettledallrequirements pertaining to any wage-rate provisions. (f) The Contractor, provisions. (f) The Contractor has furnished all required mill tests and analysis reports to the Engineer
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/fhwa/0090103slls.fhwa.pdf?sfvrsn=5ab0419f_00090103LS.FHWA
Re: StateSpecifications and Estimates Office Section 009 Proposed S p e c i f i c a t i o n : 0 0 9, 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, for automatic recordation system). On p r o j e c 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, on the verified mix design) by 43.3 lbs/sy for every inch 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 in the Contract Documents for asphalt, calculate
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/fhwa/0090103ls.fhwa.pdf?sfvrsn=acc6d454_0