9038 search results for f
6760202.FHWA
Re: StateSpecifications Office Section 676 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 c C a b i nets. Dear Mr. Nguyen: We are submitting, for your approval, two copies, 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 / d t A t t a c h ment cc
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/6760202.fhwa.pdf?sfvrsn=1e9463c9_05480100.FHWA
Re: StateSpecifications Office Section 548 Proposed S p e c i f i c a t i o n : 5 4 8 0 1 0 0 R e, 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 / d t A t t a c h ment cc, and proportions: 1.Thequantityofcement replaced with Type F fly ash is 10% to 20% by weight, i c a f u me plus 20% fly ash 2.10%metakaolin plus 20% fly ash. Provideproper curing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/5480100.fhwa.pdf?sfvrsn=795034e9_09900201.FHWA
Re: StateSpecifications Office Section 990 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 . D e a r M r . Nguyen: 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/2016/july-2016/review/fhwa/9900201.fhwa.pdf?sfvrsn=e3b49289_00071104RR.FHWA
Re: StateSpecifications Office Section 007 Proposed S p e c i f i c a t i o n : S P 0 0 7 1 1 0 4, . 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, work that may affect railroad operations or property. Contact t h e F E C S i g n a l O f f i c e, work that may affect railroad operations or property. Contact t h e F E C S i g n a l O f f i c e a t 9 0 4 - 2 7 9 - 3 1 8 2 a t l e a s t 3 0 d a y s p r i o r t o a n y t r a f f i c s i g n
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/0071104rr.fhwa.pdf?sfvrsn=87024d03_05100705.FHWA
Re: StateSpecifications Office Section 5100705 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 . D e a r M r . Nguyen: We, 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 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/5100705.fhwa.pdf?sfvrsn=369c7bd4_05210100.FHWA
Re: StateSpecifications Office Section 521 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, . 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/5210100.fhwa.pdf?sfvrsn=90c7ba02_03520000SS
r s e s l o p e d e v i a t i o n s o f t h e f i n i s h e d p a v e ment that do not exceed 1/8, . P r o v i d e a n d o p e r a t e a 1 0 f o o t [ 3 m ] r o l l i n g s t r a i g h t e d g e o f, i f o r n i a T y p e P r o f i l o g r a p h : 1.General:Usetheprofilographonalllongitudinal, . Thefollowingterms are defined: a. P r o f i l o g r a p h : A l o n g i t u d i n a l p r o f i l e, r o f i l e T r a c e o r P r o f i l o g r a m : A s u r f a c e p r o f i l e record generated
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/3520000ss.pdf?sfvrsn=e9d89003_03520000SS
r s e s l o p e d e v i a t i o n s o f t h e f i n i s h e d p a v e ment that do not exceed 1/8, . P r o v i d e a n d o p e r a t e a 1 0 f o o t [ 3 m ] r o l l i n g s t r a i g h t e d g e o f, i f o r n i a T y p e P r o f i l o g r a p h : 1.General:Usetheprofilographonalllongitudinal, . Thefollowingterms are defined: a. P r o f i l o g r a p h : A l o n g i t u d i n a l p r o f i l e, r o f i l e T r a c e o r P r o f i l o g r a m : A s u r f a c e p r o f i l e record generated
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/3520000ss2c9d896f0de64987b9a5f1abac0bfcda.pdf?sfvrsn=91bb4519_03460202.resp
temperature conditions for placement of drilled shaft concrete for summer condition is 85°F or higher, and below 85°F for normal condition." This is not new text, but is "summer condition" and "normal, not be representative for these conditions. We would be asking to perform slump test at 85o F when the pouring, test. Should the placement take place at 70°F then the slump loss test should take place, allow a higher target slump when a Type F, G, I or II admixture is used or when a Ternary Blend is used
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/comments-responses/3460202.resp.pdf?sfvrsn=17d93b6c_03460202.comm
for placement of drilled shaft concrete for summer condition is 85°F or higher, and below 85°F for normal, for these conditions. We would be asking to perform slump test at 85o F when the pouring will be with actual, the placement take place at 70°F then the slump loss test should take place at the anticipated ambient, F, G, I or II admixture is used or when a Ternary Blend is used. Except for flowing concrete
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/comments-responses/3460202.comm.pdf?sfvrsn=1550ed15_03460200.origind
TO: SpecificationReviewDistributionList FROM: DanielScheer,P.E.,StateSpecificationsEngineer SUBJECT:Proposed S p e c i f i c, e c t i o n 9 0 1 F i n e A g g r e g a t e, : 3460200 All Jobs a. F l y A s h - E n s u r e t h a t t h e q u a n t i t y o f c e ment replaced, 165°F. In that case, ensure that the percentage of fly ash is 35% to 50% by weight. b. S l a g - E n s u r e t h a t t h e q u a n t i t y o f c e ment replaced with slag is 50% to 70% by weight
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/internal/3460200.origind.pdf?sfvrsn=105eae11_04400200.origind
TO: SpecificationReviewDistributionList FROM: DanielScheer,P.E.,StateSpecificationsEngineer SUBJECT:Proposed S p e c i f i c, . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . S e c t i o n 4 4 9 F i l t e r A g g r e g a t e, P i p e . . . . . . . . . . . . . . . . . . . . . . . . . . S e c t i o n 9 4 8 S t e e l R e i n f o r c e d P o l y e t h y l e n e R i b b e d P i p e . . . . . . . S e c t i o n 9 4 8 F i l t e r F a b r i c S o c k
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/internal/4400200.origind.pdf?sfvrsn=b23dc6bf_09900600-1.FHWA
: StateSpecifications Office Section 990 Proposed S p e c i f i c a t i o n : 9 9 0 0 6 0 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 D e a r M r . Nguyen: We, 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 A t
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/fhwa/9900600-1.fhwa.pdf?sfvrsn=fe32bbac_04501205.FHWA
Re: StateSpecifications and Estimates Office Section 450 Proposed S p e c i f i c a t i o n : 4 5 0, 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, o r t w o a d j a c e n t p l a n e s o f a s q u a r e p o l e . T h e t o t a l l e n g t h o f e
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/fhwa/4501205.fhwa.pdf?sfvrsn=652b10db_01250100.FHWA
Re: StateSpecifications and Estimates Office Section 125 Proposed S p e c i f i c a t i o n : 1 2 5 0 1 0 0 E x c a v a t i o n f o r S t r u c t u r e s a n d P i p e . D e a r M r . T h o mpson, 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, l e g e o t e c h n i c a l i n f o rmation available when designing the trench excavation safety
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/fhwa/1250100.fhwa.pdf?sfvrsn=35b0c09e_09600201.FHWA
Re: StateSpecifications and Estimates Office Section 960 Proposed S p e c i f i c a t i o n : 9 6, 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 / d t A t t a c h, of the same type, each providing singular inspection entry locations. (f)Geometry of grout outlets must, entry locations. (f)Geometry of grout outlets must facilitate access for endoscope inspection
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/fhwa/9600201.fhwa.pdf?sfvrsn=1f49dfa_03200603.FHWA
Re: StateSpecifications and Estimates Office Section 320 Proposed S p e c i f i c a t i o n : 3 2, 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, approved by the Engineer, at a hot mix asphalt temperature not to exceed 330°F for purposes of heating, not to exceed 330°F for purposes of heating the asphalt paver. For this situation, the upper tolerances
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/fhwa/3200603.fhwa.pdf?sfvrsn=77c66ce6_06320600.FHWA
: OfficeofDesign, Specifications Section 632 Proposed S p e c i f i c a t i o n : 6 3 2 0 6 0 0 S i g, at 414-4140. Sincerely, S i g n a t u r e o n f i l e V . Y . “ T r e y ” T i l l a n d e r , I I I , P . E . Manager, S t a t e S p e c i f i c a t i o n s a n d E s t i mates O f f i c e TT/dt
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/fhwa/6320600.fhwa.pdf?sfvrsn=8ea20c13_06320600.FHWA_Revised
: OfficeofDesign, Specifications Section 632 Proposed S p e c i f i c a t i o n : 6 3 2 0 6 0 0 S i, u r e o n f i l e V . Y . “ T r e y ” T i l l a n d e r , I I I , P . E . Manager, S t a t e S p e c i f i c a t i o n s a n d E s t i mates O f f i c e TT/dt Attachment cc: FloridaTransportation
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/fhwa/6320600.fhwa_revised.pdf?sfvrsn=3dbe3210_0Poster Underwater Noise Level Study During Impact Pile Driving
concrete piles with dimensions between 18 inches and 36 inches in similar geotechnical conditions. The F, at and r respectively Data have shown that F may vary. A conservative generalization that is mirrored by federal guidelines is that F = 15. Fu rther analysis has shown that the equation above oversimplifies the problem to some extent. More broadly: (2) In this equation, a is analogous to F, to F = 15 when used with steel drives. Figure 3: Ve rification results showing (a) blind
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/environment/pubs/protected-species/poster-underwater-noise-level-study-during-impact-pile-driving.pdf?sfvrsn=a78e93ce_3