9038 search results for f
3370206.impl
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 . (REV5-19-15)(FA7-6-15)(1-16) SUBARTICLE337-2.6isdeletedandthefollowingsubstituted: 337-2.6LiquidAnti-stripAdditive:Meettherequirements of 916-4 and be listed on the Department’s Approved Product List (APL). SUBARTICLE 337-4.1 is deleted and the following substituted: 337-4.1 FC-5: The Department will design the FC-5 mixtures. Furnish the materials and all appropriate information (source, gradation, etc.) as specified
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/implemented/3370206.impl.pdf?sfvrsn=88acbe8a_00060103.impl
. Manufacturers s e e k i n g t o h a v e a p r o d u c t e v a l u a t e d f o r t h e A P L m u s, the product from the APL. Manufacturers must r e - q u a l i f y A P L p r o d u c t s f o r a p p r o v a l o n o r b e f o r e t h e p r o d u c t ’ s o r i g i n a l a p p r o v a l a n n i v e
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/implemented/0060103.impl.pdf?sfvrsn=a63b1da5_0SS9480107
conform to AASHTO M 278 for smooth wall PVC pipe, or AASHTO M 304 or ASTM F 949 for PVC ribbed pipe, mitered end sections as indicated in the Design Standards. Provide c e r t i f i c a t i o n o f t h, 3212 and witnessed by the Engineer. Obtain p i p e p r o d u c t s f r o m p r o d u c e r s l i s t
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2008/january-2008/workbook/ss9480107.pdf?sfvrsn=ed2d90ab_03300302.origind
45°F to 50°F to address texture and density issues with paving those mixtures in colder weather. Provides the option to pave at 45°F provided the Contractor can demonstrate good paving practices, Temperature Requirements for Paving Layer Thickness or Asphalt Binder Type Minimum Temperature (°F) ≤ 1
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/internal/3300302.origind.pdf?sfvrsn=2fb15aba_09480107.FHWA2
32303 Re: StateSpecifications and Estimates Office Section 948 Proposed S p e c i f i c a t i o n : 9 4 8 0 1 0 7 M i s c e l l a n e o u s T y p e s o f P i p e . R E V I S E D D e a r M r . Nguyen, 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/fhwa/9480107.fhwa2.pdf?sfvrsn=b38a9397_04550502.FHWA
: StateSpecifications and Estimates Office Section 455 Proposed S p e c i f i c a t i o n : 4 5 5 0 5 0 2 S t r u c t u r e s F o u n d a t i o n s . D e a r M r . T h o mpson: We are submitting, 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 / c a h A t t a c h ment cc
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/fhwa/4550502.fhwa.pdf?sfvrsn=82bd194f_0SS3360000
(or A)** TYPE C (or B or A)** Minimum Temperature 300°F 300°F 335°F Maximum Temperature 335°F 350°F 375°F, *** 8.6lbs/gal 8.7lbs/gal 8.8lbs/gal Minimum Viscosity **** 4.0Poise@300°F 10.0Poise@ 300°F 15.0Poise@350°F *Useof Type B rubber may require an increase in the mix temperature in order to offset higher
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss3360000ceed4217c65e4e8b9281136b000f08b3.pdf?sfvrsn=fa57c536_03370201.impl
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 . (REV11-4-13)(FA1-2-14)(7-14) SUBARTICLE337-2.1isdeletedandthefollowingsubstituted: 337-2.1General Requirements: Meet the requirements specified in Division III as modified herein. The Engineer will base continuing approval of material sources on field performance. Warm mix technologies (additives, foaming techniques, etc.) listed on the Department’s website may be used in the production of the mix. The URL for obtaining
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/implemented/3370201.impl.pdf?sfvrsn=27ed84af_0SS9310306
931 METAL A C C E S S O R Y M A T E R IALS FOR CONCRETE PAVEMENT AND CONCRETE S T R U C TURES. (REV3-3-08)(FA5-15-08)(1-09) SUBARTICLE931-3.6(Page815)isdeletedandthefollowingsubstituted: 931-3.6 M a t e r i a l s : T h e w i r e f o r t h e w e l d e d a s s e m b l y s h a l l be in accordance with all applicable requirements of ASTM A 82. Applyonecoatofrustpreventativecompound meeting the requirements of 560-2.6. Apply the rust preventive in accordance with the manufacturer’s
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss9310306.pdf?sfvrsn=52a60064_03370201.FHWA
Re: StateSpecifications and Estimates Office Section 337 Proposed S p e c i f i c a t i o n : 3 3 7 0 2 0 1 A s p h a l t C o n c r e t e F r i c t i on Course. Dear Mr. Thompson: We, . 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/fhwa/3370201.fhwa.pdf?sfvrsn=46269c8b_06350302.origind
FROM: DanielScheer,P.E.,StateSpecificationsEngineer SUBJECT:Proposed S p e c i f i c a t i o n : 6, junctions. 2. A p p r o x i m a t e l y e v e r y 2 , 5 0 0 f e e t f o r f i b e r o p t i c c a b l, f s t r a i g h t c o n d u i t i f n o f i b e r o p t i c c a b l e s p l i c e i s r e q u i r, e f i b e r o p t i c c o n d u i t s e x t e n d i n g f r o m the fiber backbone and the conduit
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/internal/6350302.origind.pdf?sfvrsn=ee9a408c_05220000.impl
intervals ............................... . . . w i t h i n 1 2 h o u r s a f t e r f i n i s h i n g . R e maining joints . . . . . . w i t h i n 9 6 h o u r s a f t e r f i n i s h i n g . 5 2 2 - 6 P l
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/implemented/5220000.impl.pdf?sfvrsn=1096b070_00081002.impl
$20,000,000 and over . . . . . . . . . . . . . . . . . $ 9 , 7 8 8 p l u s 0 . 0 0 0 0 5 o f a n y
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/implemented/0081002.impl.pdf?sfvrsn=9c822d48_00060503.FHWA
: StateSpecifications and Estimates Office Section 006 Proposed S p e c i f i c a t i o n : 0 0 6 0 5 0 3 C o n t r o l o f M a t e r i a l s . D e a r M s . G o u r d i n e : W e a r e s u, 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/fhwa/0060503.fhwa.pdf?sfvrsn=cdcd15af_07110402.FHWA
: StateSpecifications and Estimates Office Section 711 Proposed S p e c i f i c a t i o n : 7 1 1 0 4 0 2 T h e r m o p l a s t i c T r a f f i c S t r i p e s a n d M a r k i n g s . D e a r M s, 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, t i f y o n D e p a r t ment approved form and submit to the Engineer, the thickness of white, the maximum thickness of 0.150 inch for all lines. Measure, r e c o r d a n d c e r t i f y o n D
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/fhwa/7110402.fhwa.pdf?sfvrsn=24b1c770_0Project Location Board
Project Development & Environment (PD&E) Study FPID Number: 441700-1 ETDM Number: 14479 Public Hearing ♦ Virtual: Tu e s d a y, A p r i l 2 2 , 2 0 2 5 ♦ I n - P e r s o n : Wednesday, A p r i l 2 3 , 2 0 2 5 ♦ I n d i a n R i v e r S t a t e C o l l e g e , C h a s t a i n C a m p u s ♦ 2 4 0 0 S E S a l e r n o R o a d , S t u a r t , F L 34997 PROJ ECT LO CAT I O N
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/cove-road-study/project-location-board.pdf?sfvrsn=e31d8ffd_1Event Management Location Configuration
and West to East. That is no longer the case. F ig .1–Incorrec tLoca t ioncon f igura t ion . F ig .2–Co r rec tLoca t ioncon f igu ra t ion
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/cmtp/sunguide/training/event-management-location-configuration.pdf?sfvrsn=2124c649_120250227_451483-1_SR 37_16250
N T C O N D I T I O N COMMENTS 1 28.473 TL C N 1.1 1.3 0.5 1.3 4.2 2.5 12.0 F CONC. BASE, RELIEF FELL APART UNDER S 4 28.576 TL C Y 1.0 1.0 1.4 1.4 0.5 5.3 2.6 12.0 5.3 C II S F CRACK RELIEF AND SAHM FELL APART, MEASURED IN HOLE 5 28.667 TL LL Y 1.3 1.5 0.9 3.7 3.3 12.0 F 6 28.676 ML, 3.3 12.0 F 8 28.565 ML L1 N 1.4 1.5 0.7 0.4 0.5 4.5 3.9 12.0 F BASE CRACK 9 28.465 ML L1 Y 1.3 1.5 0.8 0.8 0.4 4.8 3.8 12.0 4.8 C II S F BASE CRACK 10 28.455 ML R2 Y 1.5 1.5 0.9 3.9 5.5 12.0 3.9 C
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/16/20250227_451483-1_sr-37_16250.pdf?sfvrsn=94b20d41_1419669-3 - KO - Willoughby Blvd - Corridor 1 Board
BEGIN CORRIDOR 1 S E V E L A S Q U E Z A V E END CORRIDOR 1 S K A N N E R H W Y S E P A L M B E A C H R D S E P A L M C I T Y R D FIELD WITHAM F E C R A I L W A Y 76 76 © 2025 Microsoft Corporation © 2025 Maxar ©CNES (2025) Distribution Airbus DS N 1 1 N.T.S. MARTIN COUNTY A1A MARTIN COUNTY A1A 714 714 714 MARTIN COUNTY 5A
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/willoughby-blvd/419669-3---ko---willoughby-blvd---corridor-1-board.pdf?sfvrsn=97262424_1419669-3 - KO - Willoughby Blvd - Corridor 2 Board
BEGIN CORRIDOR 2 S E V E L A S Q U E Z A V E END CORRIDOR 2 S K A N N E R H W Y S E P A L M B E A C H R D S E P A L M C I T Y R D FIELD WITHAM F E C R A I L W A Y 76 76 © 2025 Microsoft Corporation © 2025 Maxar ©CNES (2025) Distribution Airbus DS N 1 1 N.T.S. MARTIN COUNTY A1A MARTIN COUNTY A1A 714 714 714 MARTIN COUNTY 5A
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/willoughby-blvd/419669-3---ko---willoughby-blvd---corridor-2-board.pdf?sfvrsn=cb4afa00_1