9038 search results for f
4551508DB.origind
,StateSpecificationsEngineer SUBJECT:Proposed S p e c i f i c a t i o n : 4 5 5 1 5 0 8 D B S t r u c t u r e s F o, i o n , maintain t h e l e v e l o f t h e s l u r r y a t a h e i g h t s u f f i c i e n t t o p r e v e n t c a v i n g o f t h e h o l e . A t a n y t i me the wet construction method
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/review/internal/4551508db.origind.pdf?sfvrsn=90adf7ed_01040500.origind
Townsend 850‐414‐4303 olivia.townsend@dot.state.fl.us Date: S p e c i f i c a t i o n S e c tion: O r i, ,P.E.,StateSpecificationsEngineer SUBJECT:Proposed S p e c i f i c a t i o n : 1 0 4 0 5 0 0 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 i o n a n d W a t e r P o l l u t i, a t i o n s o f a l l e r o s i o n c o n t r o l d e v i c e s b.Typesofallerosioncontroldevices, e s f o r maintenance of erosion control devices e.Methodsofmaintaining erosion control devices
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/internal/1040500.origind.pdf?sfvrsn=41210f2e_09160000.origind
Townsend 850‐414‐4303 olivia.townsend@dot.state.fl.us Date: S p e c i f i c a t i o n S e c tion: O r i, ,StateSpecificationsEngineer SUBJECT:Proposed S p e c i f i c a t i o n : 9 1 6 0 0 0 0 B i t u m i, , AASHTO T 53-1109 (2013) 163±5°C 48 hours Maximum 15°F (PG 76-22 (ARB) only) Rolling Thin, binders only) ”S” = 4.50kPa -1 max Multiple Stress Creep Recovery, Jnr, 3.2 (d, e, f) AASHTO, ) Dynamic Shear Rheometer, AASHTO T 315-12 G * sin δ, 10 rad/sec. Maximum 5000 kPa (f, g Creep
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/internal/9160000.origind.pdf?sfvrsn=78a70e8f_09310101.FHWA
Re: StateSpecifications Office Section 931 Proposed S p e c i f i c a t i o n : 9 3 1 0 1 0 1 M e t a l A c c e s s o r y M a t e r i a l s f o r C o ncrete Pavement and Concrete Structures. Dear, , 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, -steelbarsshallbeofthegradecalledfor in the Plans. 3.Twistedbarsshallnotbeused. 4. Wherever i n t h e S p e c i f i c, h e S p e c i f i c a t i o n s t h e w o r d “ p u r c h a s e r ” a p p e a r s i t s h a l l b e
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/9310101.fhwa.pdf?sfvrsn=93872c72_05610401.impl
. Prepare a t r a f f i c c o n t r o l p l a n f o r e a c h p h a s e o f c o n s t r u ction activities, d a n c e w i t h t h e N a t i o n a l I n s t i t u t e f o r O c c u p a t i o n a l S a f e t
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/implemented/5610401.impl.pdf?sfvrsn=ef09adeb_04000401.impl
400-15.2.6.2 is deleted and the following substituted: 400-15.2.6.2 M a t e r i a l : F o r t h e c o, l i c a t i o n : A p p l y t h e f i n i s h c o a t i n g u t i l i z i n g a method recommended, E l e v . : M o r e T h a n 6 f t t o 1 2 f t A M H W CrackWidth SA MA, l e v . : O v e r L a n d o r M o r e T h a n 1 2 f t A M H W Crack, h t l y A g g r e s s i v e R e f e r e n c e E l e v a t i o n AMHW AboveMeanHighWater Footnotes
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/implemented/4000401.impl.pdf?sfvrsn=51b21116_0SS6490000
the requirements of Section 925. 649-2.1 C e r t i f i c a t i o n : Provide the Engineer with certified, 649-6 Grouting. 649-6.1 P r e p a r a t i o n : F l u s h t h e t o p o f t h e f o u n d a t i o n w, and hardware necessary for a complete and acceptable installation. 649-7.3 F u r n i s h : T h e C o n t r a c t u n i t p r i c e e a c h f o r s t e e l strain poles, steel mast arm and monotube
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2007/january-2007/workbook/ss64900008c689d48e3cf4073b35fb5aecdaf8c95.pdf?sfvrsn=fddec269_0SS6490000
the requirements of Section 925. 649-2.1 C e r t i f i c a t i o n : Provide the Engineer with certified, 649-6 Grouting. 649-6.1 P r e p a r a t i o n : F l u s h t h e t o p o f t h e f o u n d a t i o n w, and hardware necessary for a complete and acceptable installation. 649-7.3 F u r n i s h : T h e C o n t r a c t u n i t p r i c e e a c h f o r s t e e l strain poles, steel mast arm and monotube
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2007/january-2007/workbook/ss6490000.pdf?sfvrsn=1dc94040_03340104.origind
TO: SpecificationReviewDistributionList FROM: DanielScheer,P.E.,StateSpecificationsEngineer SUBJECT:Proposed S p e c i f i c, substituted: 334-1.4.1 L a y e r T h i c k n e s s e s - F i ne Mixes: The allowable layer thicknesses, . When c o n s t r u c t i o n i n c l u d e s t h e p a v i n g o f a d j a c e n t s h o u l d e r s, any future QC failures. Address a n y material r e p r e s e n t e d b y a f a i l i n g t e s t r e s u l t , a s d e f i n e d a b o v e i n t h i s s u b a r t i c l e , i n a c c o r d a n c e w
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/internal/3340104.origind.pdf?sfvrsn=9fd3ec1_00071201FGT.FHWA
: StateSpecifications Office Section 007 Proposed S p e c i f i c a t i o n : S P 0 0 7 1 2 0 1 F G, 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 t a c h ment cc, of the construction Contract. The C o n t r a c t o r s h a l l I i n d e m n i f y a n d h o l d h a r m l e s s F l o r i d a Gas Transmission Company, LLC (FGT) from liabilities, damages, losses and costs
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/fhwa/0071201fgt.fhwa.pdf?sfvrsn=5ab7bae6_0SS3360000
67-22 PG 67-22 PG 64-22 Temperature Range 300 - 335°F 300 - 350°F 335 - 375°F Minimum Reaction Time, /gal. 8.8 lbs/gal. Viscosity Range (4) 4.0 - 6.0 Poises @ 300°F 10.0 - 15.0 Poises @ 300°F 15.0 - 20.0 Poises @ 350°F (1) Use of Type B rubber may require an increase in the mix temperature
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/ss3360000.pdf?sfvrsn=c400d664_00072400.impl
. 3. C a r r y i n g o u t i n f o r mation a n d c o m m u n i c a t i o n p r o g r a ms, p l y f o r c e r t i f i c a t i o n w i t h t h e D e p a r t ment. 5. C o n t a c t i n g M i, of the total Contract amount; (e)adescriptionofthegeneralcategoriesofContractsawardedtoDBEs; and (f, r e s t o D B E s t h a t p e r f o r m a commercially useful function (CUF) in the work of a contract may be counted toward the voluntary DBE goal. (f)ADBEperforms a commercially useful function
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/implemented/0072400.impl.pdf?sfvrsn=7fb1f0e2_0SS3360000
67-22 PG 67-22 PG 64-22 Temperature Range 300 - 335°F 300 - 350°F 335 - 375°F Minimum Reaction Time, /gal. 8.8 lbs/gal. Viscosity Range (4) 4.0 - 6.0 Poises @ 300°F 10.0 - 15.0 Poises @ 300°F 15.0 - 20.0 Poises @ 350°F (1) Use of Type B rubber may require an increase in the mix temperature
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/ss3360000.pdf?sfvrsn=b61b20c4_0000-510
Superelevation Normal Crown Full Superelevation 0.8 L 0.2 L Tangent Curve P C O r P T O f C, T O f C u r v e d 1 1 Tangent d Curve 0.8 L� Normal Pavement Slope Full, RT. SUPERELEVATION TRANSITION LT. SECTION E-E FULL SUPERELEVATION LT. & RT. SECTION F-F A A B B C C D D E E F F 0 . 0 3 0 . 0 3 0 . 1 0 0 . 0 9 0 . 0 2 0 . 0 2 0
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/idx/000-510.pdf?sfvrsn=329646a2_1520-001
A TYPE E TYPE F SHOULDER GUTTER TYPE A, TYPE E, TYPE F, AND SHOULDER GUTTER (Other Types Similar, Construction. Traffic Bearing Sections for use in TYPE F ( S e e N o t e 2 ) 6 " M i, . The thickness When used on high side of roadways, match the cross slope of the 2. For Type E, Type F, AND GUTTER 11/01/21 TYPE D TYPE B TYPE A TYPE E TYPE F SHOULDER GUTTER CURB AND GUTTER JOINTS, ' R 2 0 ' R CURB AND CURB & GUTTER ENDINGS CURB AND GUTTER TYPE E AND TYPE F S l o p e V
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/idx/520-001.pdf?sfvrsn=3013b429_1102-210
'-1Ɓ" (Based on 12" Lag Screws (Typ.) ƌ" Ø Holes for ƅ" x 6" f i e l d v e r i f y, a s e d o n 1 2 " Plate when required Ɓ" Min. x 12" x 2'-8ƀ" Shim 6ƅ" 6ƅ" � Bent Cap f i e l d v e r i f y b e f o r e f a b r i c a t i o n ) N o m i n
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/idx/102-210.pdf?sfvrsn=6f9b94be_12026FDM907RFPConceptPlans
) Toll Siting Technical Memorandum in accordance with the GTR, when applicable F L O R I D A ' S T H E O F F I C I A L R E C O R D O F T H I S S H E E T I S T H E E L E C T R O N I C F I L E D I G I T A L L Y S I G N E D A N D S E A L E D U N D E R R U L E 6 1 G 1 5 - 2 3 . 0 0 4 , F . A . C
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/2026fdm907rfpconceptplans.pdf?sfvrsn=df52fa8c_8SFT Transportation Data Guide
o f t w a re P r o b e D a t a HERE Te c h n o l o g i e s Tr a v e l t i m e , s p e, Tr a n s p o r t a t i o n I n f o rmation System (RITIS) National Performance Management, m u n i t y S u r v e y ( A C S ) f rom the U.S. Census Bureau Demographic and socioeconomic, group and county • Tr a v e l d e m a n d f o recast • Planning studies Census Data Bureau, studies Contact Systems Forecasting & Trends (SFT) Office for more information S a f e t
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/planning/fto/sft-transportation-data-guide.pdf?sfvrsn=ed08826a_1FM 5-627
of 400 5°F (204 2.8°C °C). 6. REAGENTS AND MATERIALS 6.1 Nitrogen Gas or Carbon Dioxide Gas, F (182 C) or an equivalent. The flash point is determined in accordance with ASTM D92, 5 F (140.5 2.8 C). Circulate cold water though the condenser. 9.2 Apply a vacuum, shown that a typical oil bath temperature of 315 5 F (157.2 2.8 C) is satisfactory, the uncovered container with the sample onto the hot plate at 400 5°F (204 2.8°C) for ten minutes
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/administration/resources/library/publications/fstm/methods/fm-5-627.pdf?sfvrsn=b31c8470_1FINAL I-95 Managed Lanes Master Plan Report (2)
e 1 0 t h A v e n u e N F o r e s t H i l l B l v d S o u t h e r, N F o r e s t H i l l B l v d S o u t h e r n B l v d B e l v e d e, 0 t h A v e n u e N F o r e s t H i l l B l v d S o u t h e r n B, u e 1 0 t h A v e n u e N F o r e s t H i l l B l v d S o u t h e r, a R d 6 t h A v e n u e 1 0 t h A v e n u e N F o r e s t H i l l B
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/i95mlokeechobee/final-i-95-managed-lanes-master-plan-report-(2).pdf?sfvrsn=9a7817ce_1