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0020100BDI.FHWA
Florida Department of Transportation RICK SCOTT GOVERNOR 605 Suwannee Street Tallahassee, FL 32399-0450 JIM BOXOLD SECRETARY June 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 002 Proposed S p e c i f i c a t i o n : S P 0 0 2 0 2 0 1 B D I, 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/january-2016/review/fhwa/0020100bdi.fhwa.pdf?sfvrsn=4be26fc2_06340203.FHWA-Revised
: StateSpecifications Office Section 634 Proposed S p e c i f i c a t i o n : 6 3 4 0 2 0 3 S p a n, 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/january-2016/review/fhwa/6340203.fhwa-revised.pdf?sfvrsn=a3bf8997_06540202.FHWA
: StateSpecifications Office Section 654 Proposed S p e c i f i c a t i o n : 6 5 4 0 2 0 2 M i d b l, 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/january-2016/review/fhwa/6540202.fhwa.pdf?sfvrsn=c8d15311_04500201Admin.impl
: a. Written evidence o f a p r e v i o u sly a p p r o v e d c omparable deficiency and its repair. b, f a p p l i c a b l e , e n g i n e e r i n g c a l c u l a t i o n s p r o v i d i n g s u p p o r t f o r r e c o m mendations. 4.AproposedcredittotheContractproportionatetotheproduct’s
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/implemented/4500201admin.impl.pdf?sfvrsn=1da67071_0SS5480000
being reinforced. Store t h e g e o s y n t h e t i c s i n c o n d i t i o n s a b o v e 2 0 º F a n d n o t g r e a t e r t h a n 1 4 0 º F . P r e v e n t mud, wet cement, epoxy, and like, - 5 5 1 S u l f a t e c o n t e n t :
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss5480000953073cb4dd6447f9d09e016e68ab121.pdf?sfvrsn=5ebbb10c_0SS3370000
337 ASPHALT C O N C R E T E F R I C T I O N C O U R S E S . (REV3-7-08)(FA7-15-08)(1-09, . 337-3.2SpecificComponentRequirementsbyMix: 337-3.2.1 F C - 5 : 3 3 7 - 3 . 2 . 1 . 1 A g g r e g a t e s : U s e a n a g g r e g a t e b l e n d w h i c h c o n s i s t s o f e i t h e r 1 0 0 % c r u s hed granite, 100, - 7 5 1 5 - 2 5 5 - 1 0 - - - - - - - - 2 - 4 3 3 7 - 3 . 3 . 2 F C - 9 . 5 : M e e t t h e d e s, . 337-3.3.3 F C - 1 2 . 5 : M e e t t h e d e s i g n g r a d a t i o n r e q u i r e ments
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss3370000.pdf?sfvrsn=e779fc40_0SS3370000
337 ASPHALT C O N C R E T E F R I C T I O N C O U R S E S . (REV3-7-08)(FA7-15-08)(1-09, . 337-3.2SpecificComponentRequirementsbyMix: 337-3.2.1 F C - 5 : 3 3 7 - 3 . 2 . 1 . 1 A g g r e g a t e s : U s e a n a g g r e g a t e b l e n d w h i c h c o n s i s t s o f e i t h e r 1 0 0 % c r u s hed granite, 100, - 7 5 1 5 - 2 5 5 - 1 0 - - - - - - - - 2 - 4 3 3 7 - 3 . 3 . 2 F C - 9 . 5 : M e e t t h e d e s, . 337-3.3.3 F C - 1 2 . 5 : M e e t t h e d e s i g n g r a d a t i o n r e q u i r e ments
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss33700005e1b9f9fe8b449ff82cc8d041097719a.pdf?sfvrsn=be08c021_0SS5480000
being reinforced. Store t h e g e o s y n t h e t i c s i n c o n d i t i o n s a b o v e 2 0 º F a n d n o t g r e a t e r t h a n 1 4 0 º F . P r e v e n t mud, wet cement, epoxy, and like, - 5 5 1 S u l f a t e c o n t e n t :
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss5480000.pdf?sfvrsn=31f9dc99_0SP0080307SDRB
i s t o f members pre-selected by the Engineer and the President of the Florida Transportation, t y : T h e C o n t r a c t o r s h a l l f u r n i s h t o e a c h B o a r d member a set of all, of the work or resolution of problems. The D e p a r t ment s h a l l f u r n i s h t he following
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/sp0080307sdrb.pdf?sfvrsn=ca941409_0SP0080307SDRB
i s t o f members pre-selected by the Engineer and the President of the Florida Transportation, t y : T h e C o n t r a c t o r s h a l l f u r n i s h t o e a c h B o a r d member a set of all, of the work or resolution of problems. The D e p a r t ment s h a l l f u r n i s h t he following
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/sp0080307sdrb5fc8cf1ba0b54fb8a2ec1fff4f0954e8.pdf?sfvrsn=55df6551_03000201.FHWA
Re: StateSpecifications and Estimates Office Section 300 Proposed S p e c i f i c a t i o n : 3 0, 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/2014/july-2014/review/fhwa/3000201.fhwa.pdf?sfvrsn=47dd4c51_0SS1050302
(Page 140) is deleted and the following substituted: 105-5.2.1 Q u a l i f i c a t i o n s : S u b mit, in a timely manner. d. U n s a t i s f a c t o r y p e r f o r mance. e.Changingthelaboratory
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2010/january-2010/workbook/ss1050302.pdf?sfvrsn=8580363e_03270301.FHWA
Re: StateSpecifications and Estimates Office Section 327 Proposed S p e c i f i c a t i o n : 3 2 7 0 3 0 1 M i l l i n g o f E xisting Asphalt Pavement. Dear Mr. Thompson: We are submitting, 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 / c a h A t t a c h
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/fhwa/3270301.fhwa.pdf?sfvrsn=7e2ae922_0SP0080307SDRB
t o f members pre-selected by the Engineer and the President of the Florida Transportation Builders, : T h e C o n t r a c t o r s h a l l f u r n i s h t o e a c h B o a r d member a set of all, of the work or resolution of problems. The D e p a r t ment s h a l l f u r n i s h t he following
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2010/january-2010/workbook/sp0080307sdrb.pdf?sfvrsn=f3747a3d_03340104.FHWA
Re: StateSpecifications and Estimates Office Section 334 Proposed S p e c i f i c a t i o n : 3 3, 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/fhwa/3340104.fhwa.pdf?sfvrsn=8ac5c08d_0SP4550510B
STRUCTURES FOUNDATIONS - PILING (REV 8-6-09) (FA 8-27-09) (1-10) SUBARTICLE 455-5.10.1 (Page 534) is deleted and the following substituted: 455-5.10.1 G e n e r a l : D r i v e p i l e s t o p r o v i d e t h e b e a r i n g c a p a c i t i e s r e q u i r e d f o r c a r r y i n g t h e l o, substituted: 455-5.10.3 P r a c t i c a l R e f u s a l : Practical refusal is defined as 20 blows per inch, to driving piles with epoxy-bonded dowel splices. Ensure s e c t i o n s o f mechanically spliced
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2010/january-2010/workbook/sp4550510b.pdf?sfvrsn=7fb383d5_0SS9380000
methods conducted at normal laboratory temperature (65-78°F) and conditions. Conduct all grout tests, , prestressing strand and test apparatus overnight at 65 to 75°F. (c) Mix the conditioned dry, the mixed grout at the temperature range listed above in (b). (f) Measure the level of the bleed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/ss9380000.pdf?sfvrsn=d766f2d3_00090201.origind
,StateSpecificationsEngineer SUBJECT:Proposed S p e c i f i c a t i o n : 0 0 9 0 2 0 1 M e a s u r e m e n t a n d P a y m e n t - F u e l s . Inaccordance with Specification Development Procedures, we are sending you, is deleted and the following substituted: 9-2.1.1 F u e l s : T h e D e p artment will, in the Contract
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/internal/0090201.origind.pdf?sfvrsn=469c5932_0SS9380000
test methods conducted at normal laboratory temperature (65-78°F) and conditions. Conduct all grout, and test apparatus overnight at 65 to 75°F. (c) Mix the conditioned dry ingredients with the conditioned, at the temperature range listed above in (b). (f) Measure the level of the bleed water every 15 minutes
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/ss9380000.pdf?sfvrsn=76efdf58_06030000.impl
of the field installation wiring (not applicable to the detectors) 7. Warranty i n f o r mation, t o r s 3 . L o a d s w i t c h e s 4. F l a s h e r u n i t s 5 . P r e e mption u n i t s 6 . C o n f l i c t m o n i t o r s 7 . S p e c i a l s e q u e n c e r e l a ys 8. C ameras
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/implemented/6030000.impl.pdf?sfvrsn=63d641de_0