9038 search results for f
1050050SS
Supervisors when necessary. 105-5.4 F l a g g e r : P r o v i d e t r a i n e d f l a g g e r s t, L a b o r a t o r y T e c h n i c i a n L e v e l I , C o n c r e t e F i e l d T e c h n i c i, concrete production. 3. D emonstrated p r o f i c i e n c y i n i mplementing, supervising, and maintaining surveillance over a QC Program. 4. E x p e r i e n c e a n d c e r t i f i c a t i o n i n p e r f o rmance of required QC tests and statistical evaluation of quality control test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/1050050ss037313d9d8984d2c91e4ea893eedc89d.pdf?sfvrsn=ab24a4f8_01050050SS
Supervisors when necessary. 105-5.4 F l a g g e r : P r o v i d e t r a i n e d f l a g g e r s t, L a b o r a t o r y T e c h n i c i a n L e v e l I , C o n c r e t e F i e l d T e c h n i c i, concrete production. 3. D emonstrated p r o f i c i e n c y i n i mplementing, supervising, and maintaining surveillance over a QC Program. 4. E x p e r i e n c e a n d c e r t i f i c a t i o n i n p e r f o rmance of required QC tests and statistical evaluation of quality control test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/1050050ss.pdf?sfvrsn=211ed985_00040032SS
t r u c t i o n c o n f e r e n c e , c e r t i f y t o t h e Engineer the following: (1) A l i s t i n g o f o n - s i t e c l e r i c a l s t a f f , s u p e r v i s o r y p e r s o n n e l a n, in Table 4-3.2.1, (3) E x i s t e n c e o f employee benefit plan for Holiday, Sick and Vacation benefits, compensation for Per Diem is requested. Such c e r t i f i c a t i o n must b e made by an officer, i z e d o n l y b y L a b o r , a s d e f i n e d a b o v e . (d)Indirect Costs, Expenses
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/0040032ss.pdf?sfvrsn=588b223c_03460202.impl
(b) III(Seal) 3,000 8 IV(d)(f) 5,500 3(b) IV(DrilledShaft) 4,000 8.5 V(Special)(d)(f) 6,000 3(b) V(d)(f) 6,500 3(b) VI(d)(f) 8,500 3(b) (a)Forprecast three-sided culverts, box culverts, slump when a Type F, G, I or II admixture is used, except when flowing concrete is used. The maximum, range and the maximum target slump shall be 6 inches, except as allowed in (b). (f) When, for summer condition is 85°F or higher, and below 85°F for normal condition. Perform the slump loss test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/implemented/3460202.impl.pdf?sfvrsn=8277586_00040032SS
t r u c t i o n c o n f e r e n c e , c e r t i f y t o t h e Engineer the following: (1) A l i s t i n g o f o n - s i t e c l e r i c a l s t a f f , s u p e r v i s o r y p e r s o n n e l a n, in Table 4-3.2.1, (3) E x i s t e n c e o f employee benefit plan for Holiday, Sick and Vacation benefits, compensation for Per Diem is requested. Such c e r t i f i c a t i o n must b e made by an officer, i z e d o n l y b y L a b o r , a s d e f i n e d a b o v e . (d)Indirect Costs, Expenses
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/0040032ss96f78d98e3964685a68b4bae8d6550b7.pdf?sfvrsn=298c98e8_0SP1090000
temperature of 70 ± 5°F. (c) Desks (with drawers and locks) 1 3 5 8 10 (d) Office chairs 1 3 5 8 10 (e) Stackable chairs 4 8 10 12 16 (f) Fire Resistant Cabinet: fire resistant, legal size, four drawer
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2007/january-2007/workbook/sp1090000.pdf?sfvrsn=878b9585_09320103.origind
,StateSpecificationsEngineer SUBJECT:Proposed S p e c i f i c a t i o n : 9 3 2 0 1 0 3 N o n m e t a l l i c, minimum B o n d t o c o n c r e t e b r i q u e t s ( C u r e d 2 1 d a y s a t 7 7 ± 3 º F
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/internal/9320103.origind.pdf?sfvrsn=1f36ad8e_00081002.origind
TO: SpecificationReviewDistributionList FROM: DanielScheer,P.E.,StateSpecificationsEngineer SUBJECT:Proposed S p e c i f i c, , 1 9 8 p l u s 0 . 0 0 0 0 5 o f a n y a mount over $20 million (Round to nearest whole dollar)
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/internal/0081002.origind.pdf?sfvrsn=5f432e40_01040602.origind
TO: SpecificationReviewDistributionList FROM: DanielScheer,P.E.,StateSpecificationsEngineer SUBJECT:Proposed S p e c i f i c a t i o n : 1 0 4 0 6 0 2 P r e v e n t i o n , C o n t r o l , a n d A b a t e m e n t o f E r o s
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/internal/1040602.origind.pdf?sfvrsn=8b9d08b1_00010300.origind
TO: SpecificationReviewDistributionList FROM: DanielScheer,P.E.,StateSpecificationsEngineer SUBJECT: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 i t i o n s a nd Terms. Inaccordance with Specification
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/internal/0010300.origind.pdf?sfvrsn=264a3d40_00010300DB.origind
TO: SpecificationReviewDistributionList FROM: DanielScheer,P.E.,StateSpecificationsEngineer SUBJECT: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 n i t i o n s a n d T e r m s . Inaccordance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/internal/0010300db.origind.pdf?sfvrsn=fbc16244_04150000.impl
.................................... 9 3 1 - 1 . 2 4 1 5 - 3 P r o t e c t i o n o f M a t e r i a l . Storesteelreinforcement above, (APL). 415-5.5 F o o t i n g s : 4 1 5 - 5 . 5 . 1 S u p p o r t s : S u p p o r t f o o t i n g mat, for concrete to be cast. Provide c e r t i f i c a t i o n v e r i f y i n g t h a t a l l metal bar supports, requirements of 415-5.13.1 within a working temperature range of 20 to 150°F. Spacers shall be able, h e E n g i n e e r w i t h i n d e p e n d e n t l a b t e s t d a t a a n d c e r t i f i c a t i
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/implemented/4150000.impl.pdf?sfvrsn=7abf8b9f_0SP1090000
temperature of 70 ± 5°F. (c) Desks (with drawers and locks) 1 3 5 8 10 (d) Office chairs 1 3 5 8 10 (e) Stackable chairs 4 8 10 12 16 (f) Fire Resistant Cabinet: fire resistant, legal size, four drawer
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2008/january-2008/workbook/sp1090000.pdf?sfvrsn=1c3b65ab_09730000.FHWA
> 180 F ASTM D4065 Coefficient of Thermal Expansion 0.55 ft-lbs/in Hardness ASTM D2240 44-75, ) Ultraviolet ASTM D4329 (UVA) 500 hours 40 ASTM D2583 Glass Transition Temperature > 180 F ASTM
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/fhwa/9730000.fhwa.pdf?sfvrsn=15af4f32_0SS7800000
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . S e c t i o n 7 8 2 I T S F i b e r O p t i c C, . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . S e c t i o n 7 8 4 I T S I n f r a s t r u c t u r e
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss7800000.pdf?sfvrsn=8d1d4a9f_0SS9300000
requirements. Provide t h e E n g i n e e r c e r t i f i c a t i o n c o n f o rming to the requirements, be not less than the mass stated in the markings.) (f)Instructions for the maximum and minimum water, l b r o k e n c o n t a i n e r s w i l l b e r e j e c t e d . M a t e r i a l t h a t f a i l s t, directed in the Contract Documents. 930-3.2 C l a s s i f i c a t i o n : T h e materials, CoefficientofThermal Expansion, in/in/°F ASTM C 531 5.0 x 10 -6 to 9.0 x 10 -6 5.0 x 10 -6
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss9300000.pdf?sfvrsn=e71469f3_0SS9300000
requirements. Provide t h e E n g i n e e r c e r t i f i c a t i o n c o n f o rming to the requirements, be not less than the mass stated in the markings.) (f)Instructions for the maximum and minimum water, l b r o k e n c o n t a i n e r s w i l l b e r e j e c t e d . M a t e r i a l t h a t f a i l s t, directed in the Contract Documents. 930-3.2 C l a s s i f i c a t i o n : T h e materials, CoefficientofThermal Expansion, in/in/°F ASTM C 531 5.0 x 10 -6 to 9.0 x 10 -6 5.0 x 10 -6
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss93000003640621b069647c4abfd387b5766c786.pdf?sfvrsn=c0d41f60_04500301.FHWA
Florida Department of Transportation RICK SCOTT GOVERNOR 605 Suwannee Street Tallahassee, FL 32399-0450 ANANTH PRASAD, P.E. SECRETARY December 16, 2013 Chad Thompson Programs Operations Engineer Federal Highway Administration 545 John Knox Road, Suite 200 Tallahassee, Florida 32303 Re: StateSpecifications and Estimates Office Section 450 Proposed S p e c i f i c a t i o n : 4 5, at 414-4130. Sincerely, 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/fhwa/4500301.fhwa.pdf?sfvrsn=c7588e9b_09260000.origind
of old structures. F F-1* F-2** An epoxy for repairing spalled areas on concrete bridge structures, except F, J, L, M, and N shall be basically pure reactive material with a maximum ash content of 2, : Viscosity five minutes after mixing 300 to 600 cps at 77F by ASTM D 2393 Wet bond strength to concrete, minimum 250 psi at seven days by FM 5-518 926-5 Specific Requirements for Type F Compounds, Exotherm 110F by ASTM D 2471, 1 pint sample Wet bond strength 250 psi at seven days by FM 5-518
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/internal/9260000.origind.pdf?sfvrsn=167784eb_05480206.origind
SUBJECT:Proposed S p e c i f i c a t i o n : 5 4 8 0 2 0 6 R e t a i n i n g W a l l S y s t e m s, F fly ash is 10% to 20% by weight. 2.Thequantityofcement replaced with slag is 50% to 60
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/internal/5480206.origind.pdf?sfvrsn=1f16de6e_0