9038 search results for f
5210000.origind
TO: SpecificationReviewDistributionList FROM: DanielScheer,P.E.,StateSpecificationsEngineer SUBJECT:Proposed S p e c i f i c a t i o n : 5 2 1 0 0 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, n 3 4 6 R e i n f o r c i n g S t e e l ................................................Section
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/internal/5210000.origind.pdf?sfvrsn=2ea72056_0SS1050508
or Segmental Box Girder new construction operations. 105-5.8.4.5 F o r e m a n - N e w C o n s t r u c t i o n : E n s u r e t h a t t h e F o r e man has a minimum of five years of bridge construction, F o r e m a n - R e p a i r a n d R e h a b i l i t ation: Ensure the Foremen has a minimum, c e o f t h e E n g i n e e r . Coordinate and schedule all post-tensioning activities
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2007/january-2007/workbook/ss1050508f602e5e68bea4bf7bfc43759c0a8f507.pdf?sfvrsn=9d9948d7_00030100.origind
TO: SpecificationReviewDistributionList FROM: DanielScheer,P.E.,StateSpecificationsEngineer SUBJECT:Proposed S p e c i f i c
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/internal/0030100.origind.pdf?sfvrsn=6d2411db_03000000.origind
TO: SpecificationReviewDistributionList FROM: DanielScheer,P.E.,StateSpecificationsEngineer SUBJECT:Proposed S p e c i f i c, for volumetric change: 1 + 60) - (T K V = V 1 Where: 3000000 All Jobs V= V o l ume o f t h e b i t, =Correctionfactor(Coefficient of Expansion). T= T e mperature ( i n º F ) , o f t h e b i t u m i n o u s
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/internal/3000000.origind.pdf?sfvrsn=41e4c598_02041100.origind
TO: SpecificationReviewDistributionList FROM: DanielScheer,P.E.,StateSpecificationsEngineer SUBJECT:Proposed S p e c i f i c
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/internal/2041100.origind.pdf?sfvrsn=b646a3ae_06390303.origind
TO: SpecificationReviewDistributionList FROM: DanielScheer,P.E.,StateSpecificationsEngineer SUBJECT:Proposed S p e c i f i c
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/internal/6390303.origind.pdf?sfvrsn=a56087a2_00080100BDI.origind
TO: SpecificationReviewDistributionList FROM: DanielScheer,P.E.,StateSpecificationsEngineer SUBJECT:Proposed S p e c i f i c
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/internal/0080100bdi.origind.pdf?sfvrsn=74cfbeaf_0SS0090211
009 MEASUREMENTANDPAYMENT. (REV7-25-06)(FA7-27-06)(1-07) SUBARTICLE9-2.1.1(Pages94and 95) 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 Documents, provide an estimated quantity for fuel requirements for gasoline and diesel to cover the work specified in the Contract. Price adjustments will be made only for the amount of gasoline and diesel fuel estimated by the Department as required to complete the Contract. The requirement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2007/january-2007/workbook/ss0090211.pdf?sfvrsn=45e506de_0SS0090211
009 MEASUREMENTANDPAYMENT. (REV7-25-06)(FA7-27-06)(1-07) SUBARTICLE9-2.1.1(Pages94and 95) 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 Documents, provide an estimated quantity for fuel requirements for gasoline and diesel to cover the work specified in the Contract. Price adjustments will be made only for the amount of gasoline and diesel fuel estimated by the Department as required to complete the Contract. The requirement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2007/january-2007/workbook/ss0090211cb1fbb6181264cbfb3cc5aea3fe87dbb.pdf?sfvrsn=5963f620_00040100LSES.FHWA
Re: StateSpecifications Office Section 004 Proposed S p e c i f i c a t i o n : S P 0 0 4 0 1 0 0 L S E S S c o p e o f t h e W o r k . D e a r M r . Nguyen: We are submitting, for your approval, 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 / A t t a c h ment cc
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/fhwa/0040100lses.fhwa.pdf?sfvrsn=5193c636_0SP0072400
DBEsasapercentageofthetotalContractamount; (e)adescriptionofthegeneralcategoriesofContractsawardedtoDBEs;and (f
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2008/january-2008/workbook/sp0072400.pdf?sfvrsn=f380a86a_09380000.impl
at normal laboratory temperature (65°F-90°F) and conditions. Use the midrange of the water content
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/implemented/9380000.impl.pdf?sfvrsn=a3caf94f_0SS4100000
e i n f o r c i n g S t e e l ................................................Section 415 Precast, . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . S e c t i o n 9 0 1 * F i n e A g g r e g a t e, 9 0 2 * C u r i n g M a t e r i a l s f o r C o n c r e t e . . . . . . . . . . . . . . . . . . . . . . . . . . . . S e c t i o n 9 2 5 M a t e r i a l s F o r C o n c r e t e R e p a i r, o f a minimum 6 inch depth of select material, with not more than 15% fines passing the No. 200
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss4100000.pdf?sfvrsn=d503a7a8_00090201DB.impl
MEASUREMENT AND PAYMENT. (REV 12-17-13) (FA 1-28-14) (7-14) SUBARTICLE 9-2.1.1 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 Documents, provide an estimated quantity for fuel requirements for gasoline and diesel to cover the work specified in the Contract. Price adjustments will be made only for the amount of gasoline and diesel fuel estimated by the Department as required to complete the Contract. The requirement of each type
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/implemented/0090201db.impl.pdf?sfvrsn=b4b744ae_00090201.impl
009 MEASUREMENTANDPAYMENT. (REV12-17-13)(FA1-28-14)(7-14) SUBARTICLE9-2.1.1isdeletedandthefollowingsubstituted: 9-2.1.1 F u e l s : T h e D e p artment will, in the Contract Documents, provide an estimated quantity for fuel requirements for gasoline and diesel to cover the work specified in the Contract. Price adjustments will be made only for the amount of gasoline and diesel fuel estimated by the Department as required to complete the Contract. The requirement of each type of fuel
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/implemented/0090201.impl.pdf?sfvrsn=9694d8cd_0SS0090211
009 MEASUREMENTANDPAYMENT. (REV7-25-06)(FA7-27-06)(1-07) SUBARTICLE9-2.1.1(Pages94and 95) 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 Documents, provide an estimated quantity for fuel requirements for gasoline and diesel to cover the work specified in the Contract. Price adjustments will be made only for the amount of gasoline and diesel fuel estimated by the Department as required to complete the Contract. The requirement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss0090211.pdf?sfvrsn=ea5225de_0SS4160600
416 INSTALLING A D H E S I V E - B O N D E D A N C H O R S A N D D O W E L S F O R S T R U C TURAL A P P LICATIONS. (REV7-8-08)(FA8-25-08)(1-09) ARTICLE416-6(Page414) is deleted and the following is substituted. 416-6 Testing of Anchors or Dowels. Fieldtestinstalled anchors and dowels for traffic railing barrier applications using Type HSHV adhesives. The Engineer may also require testing of installed anchors and dowels for other applications. 416-6.1FieldTesting:Provide
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss4160600.pdf?sfvrsn=f2eec2f0_0SP4440000
DEEP DRAINAGE WELLS. (REV 11-9-93) (7-00) PAGE 438. The following new Section is added after Section 443: SECTION 444 DEEP DRAINAGE WELLS 444-1 Description. Constructdeepwellsinaccordancewiththedetailsshownintheplans. 444-2Materials. Usecasingconstructedof0.375inchwallblacksteelpipemeeting the external diameter shown in the plans. 444-3 Construction. 444-3.1 G e n e r a l : F u r n i s h a l l l a b o r , materials and equipment required to construct, test and maintain deep
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/sp4440000.pdf?sfvrsn=afb9f8d1_0SP0072400
)adescriptionofthegeneralcategoriesofContractsawardedtoDBEs;and (f)thespecificeffortsemployed to identify and award
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/sp0072400.pdf?sfvrsn=25140b8f_0SS4160600
416 INSTALLING A D H E S I V E - B O N D E D A N C H O R S A N D D O W E L S F O R S T R U C TURAL A P P LICATIONS. (REV7-8-08)(FA8-25-08)(1-09) ARTICLE416-6(Page414) is deleted and the following is substituted. 416-6 Testing of Anchors or Dowels. Fieldtestinstalled anchors and dowels for traffic railing barrier applications using Type HSHV adhesives. The Engineer may also require testing of installed anchors and dowels for other applications. 416-6.1FieldTesting:Provide
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss41606009b6dc6b7276540408524bd9962ea4f54.pdf?sfvrsn=f39cbb45_0