9038 search results for f
D0080036.DO
PROSECUTION OF WORK - PARTNERING. (REV 3-4-98) (FA 5-26-98) (7-00) ARTICLE 8-3 (Pages 73-75) is expanded by the following new Subarticle: 8-3.6 P a r t n e r i n g : F o r t h i s C o n t r a c t , a n o n - b i d p a y item in the Lump Sum amount of $__________ has been established for Partnering. The objective of Partnering is to establish a partnership charter and action plan, associated with Partnering: a. M e e t i n g r o o m. b. F a c i l i t a t o r f e e s
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2004/january-2004/workbook/d0080036.do.pdf?sfvrsn=8bf5e059_06030500.FHWA
Re: StateSpecifications Office Section 603 Proposed S p e c i f i c a t i o n : 6 0 3 0 5 0 0 G e n e r a l R e q u i r e m e n t s f o r T r a f f i c C o n t r o l S i g n a l s a n d D e v i c, 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 Builders, of the field installation wiring (not applicable to the detectors) 7. Warranty i n f o r mation
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/6030500.fhwa.pdf?sfvrsn=a5f25e_00090801-1.FHWA
Re: StateSpecifications Office Section 009 Proposed S p e c i f i c a t i o n : 0 0 9 0 8 0 1 - 1, , 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 A t t a c h ment cc
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/0090801-1.fhwa.pdf?sfvrsn=18f5210f_07100401.impl
. Apply a l l r e t r o r e f l e c t i v e p a v e ment markers in accordance with Design Standards, Index No. 17352, prior to opening the road to traffic. Apply a l l t e m p o r a r y r e t r o r e f, r e t r o r e f l e c t i v e pavement markers meeting the requirements of Section 706
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/implemented/7100401.impl.pdf?sfvrsn=6fe625ba_03200303.impl
the entire operating period. Locate a thermometer, reading from 200 to 400°F, either in the storage tank, to 370°F in advance of mixing operations. Locate a sampling device on the discharge piping exiting, and the following substituted: 320-6.1 M i x i n g : A f t e r t h e a g g r e g a t e i s d r i e d a n d p r o p
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/implemented/3200303.impl.pdf?sfvrsn=fdb344cd_0SP0020501LR
Contract time is charged. Daily L a n e R e n t a l F e e : T h e f u l l d a y D a i l y L a n e R e n t a l F e e i s $ _ _ _ _ _ _ _ _ _ _ _ _ _ p e r l a n e p e r d a y . The half day Daily Lane
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2007/january-2007/workbook/sp0020501lr.pdf?sfvrsn=be0545b8_00060103.FHWA
: StateSpecifications Office Section 006 Proposed S p e c i f i c a t i o n : 0 0 6 0 1 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 r . Nguyen: We are submitting, for your approval, two, 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, 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 t s u b mit a product evaluation application
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/fhwa/0060103.fhwa.pdf?sfvrsn=12727844_01450200.impl
145 GEOSYNTHETIC R E I N F O R C E M E N T . (REV8-4-15)(FA8-10-15)(1-16) ARTICLE145-2isdeleted and the following substituted: 145-2 Responsibility. Construct t h e g e o s y n t h e t i c r e i n f o r c e d f e a t u r e , i n c l u d i n g materials, method, and installation based on information provided in the Contract Documents and the geosynthetic supplier’s recommendations. Submit shop drawings in accordance with Section 5 showing the details and distribution of the selected
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/implemented/1450200.impl.pdf?sfvrsn=44f58d48_03200603.impl
, at a hot mix asphalt temperature not to exceed 330°F for purposes of heating the asphalt paver, mix design do not apply. For w i n d r o w p a v i n g , p e r f o r m w i n d r o w t e mperature, , the requirements of Table 320-2 and 320-3 apply, but in no case shall the temperature be below 280°F
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/implemented/3200603.impl.pdf?sfvrsn=9d6f6d17_0SP0020501LR
Contract time is charged. Daily L a n e R e n t a l F e e : T h e f u l l d a y D a i l y L a n e R e n t a l F e e i s $ _ _ _ _ _ _ _ _ _ _ _ _ _ p e r l a n e p e r d a y . The half day Daily Lane
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2008/january-2008/workbook/sp0020501lr.pdf?sfvrsn=48b4882_00071105FGT.impl
. 7-11.5.5.2 Contractor’s Responsibilities: 7-11.5.5.2.1 F G T F a c i l i t i e s : Waive any and all, for temporary construction space. 7-11.5.5.2.2 F G T E n c r o a c h m e n t A g r e e m e n t s : I n a d d i
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/implemented/0071105fgt.impl.pdf?sfvrsn=a5b5a2bd_0SP1090000
rooms 1 #oflargerooms 2 #ofrestrooms 300 ft 2 1 1 - 6 0 0 f t 2 2 2 1 9 0 0 f t 2 3 2 1 1 , 2 0 0 f t 2 5 3 2 1 , 5 0 0 f t 2 6 4 2 1 s m a l l r o o m s s h a l l h a v e a m i n i m u m f l o o r a r e a o f 9 0 f t 2 . 2 l a r g e r o o m s s h a l l h a v e a m i n i m u m f l o o r a r e a o f 1 5 0 f t 2 . Eachroom shall have at least one weatherproof window and two, a t e e q u i p ment to maintain an ambient air temperature of 70 ± 5°F. (c) Desks (with drawers
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2010/january-2010/workbook/sp1090000.pdf?sfvrsn=5b30f67e_06340200.FHWA
Re: StateSpecifications and Estimates Office Section 634 Proposed S p e c i f i c a t i o n : 6 3 4, 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/july-2014/review/fhwa/6340200.fhwa.pdf?sfvrsn=f6d6e81c_0Section94V2-723cln
temperatures of 45°F, 55°F, 65°F, 75°F, 85°F, and 95°F. Determine the maximum estimated core, if the differential temperature is rising and reaches 31°F. (3) The pre-cooling measures to be taken, if any. (4, - ambient temperature differential has remained less than 50°F for 24 hours. (7) Take immediate actions when the core to surface temperature differential is rising and reaches 31°F or when, and reaches 31°F, provide instructions on corrective actions to be taken, such as adding another layer
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/materials-manual/section94v2-723cln.pdf?sfvrsn=e88444c1_23500902-723resp
article 350-2. The specified compressive strength (f’c) in 350-9.2.1 is also 3,000 psi. Sub article, , because in Section 350 (Concrete Class I Pavement) the f’c = 3,000 psi. Item 1 “The average of the acceptance compressive strengths is equal to or greater than (f’c – 500) + 2.33 standard
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/comments-responses/3500902-723resp.pdf?sfvrsn=6c79eb3d_1Preferred Alternative 2C Typical Section - Segment 2
15.5’ Varies 90’ - 1 0 9 ’ 1 0 ’ 1 0 ’ 1 1’ 11’ 0’-6’ 8’ Shared Use Path Shared Use Path Travel LaneTravel Lane Travel LaneTravel Lane 8’ o r 1 0 ’ 2 ’ 2 ’ 4 ’ R i g h t o f W a y R i g h t o f W a y 21’ Const. C L 21’ Varies 44.75’ - 5 2 . 7 5 ’ Varies 44.25’- 56.25’ Limits to be determined in the Noise Study Report. Potential Noise Wall or Retaining Wall * * Ty p i c a l Section - Segment 2 Alte r n a t i ve 2 C f ro m Ava l o n D r i ve to SR
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/cove-road-study/preferred-alternative-2c-typical-section---segment-2.pdf?sfvrsn=ce7f4e52_1Typical Section Segment 2 Existing Conditions
12’ Varies 90’ m i n i m u m 1 2 ’ 6 ’ V aries 0’-4’ Varies 0’-4’ Varies 14’-16’ Varies 27’-48’ Sidewalk Sidewalk Travel Lane Paved Shoulder Paved Shoulder Varies 0’-12’ Gore Area & Turn Lane Travel Lane 6’ R i g h t o f W a y R i g h t o f W a y Existing Tranmission Poles (East of Montego Cove) Montego Cove Existing Perimeter Wall Existing Wood Fence on R/W Line Ty p i c a l Section - Segment 2 Existing Roadway f ro m Ava l o n D r i ve to SR
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/cove-road-study/typical-section-segment-2-existing-conditions.pdf?sfvrsn=e8d70ece_120151029_SDACMPOACpresentation
Education and Tr a ining for MPO Members and Staff (4 .7o f 5) B. Advocacy on Tr a n s portation Policy, F u n ding and Planning (4 .5o f 5) C. Building Awareness of the MPOA C and Fa c i litating Communication (4 .4o f 5) D. Enhancing M/TPO Collaboration/ Coordination (4 .4o f 5) E. Building Organizational Capacity and Excellence (4 .4o f 5) SDA C 2020 VISION OF SUCCESS THEMES SurveyQues t, ?” A. Providing Education and Tr a i n ing for MPO Members and Staff (4 .7o f 5) Dra f tPre l im
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/mpoac_website/meetings/2015/20151029_sdacmpoacpresentation.pdf?sfvrsn=6cb630da_1MPO Planning Processes
4 YEAR PLAN UnifiedPl anning WorkProgram(UPWP) Cycl e Ti m e line (F Y2024/2025 -FY2025/2026) PRIOR CYCLE FY 2024 YEAR 1 FY 2025 YEAR 2 FY 2026 J A S O N D J F M A M J J A S O N D J F M A M, final UPWP and signs FDOT/MPO Agreement UnifiedPl anning WorkProgram(UPWP) Cycl e Ti m e line (F Y2024/2025 -FY2025/2026) PRIOR CYCLE FY 2024 YEAR 1 FY 2025 YEAR 2 FY 2026 J A S O N D J F M A M J J A S O N D J F M A M J Roll forward: de-obligated funds from the prior cycle are available
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/planning/policy/metrosupport/fmpp/2025_4-october/mpo-planning-processes.pdf?sfvrsn=94328d4f_1MeetingPackage06032019
to the requesting party. 12 13 F l o r i d a C o m m i s s i o n f o r t h e T r, n s R e c o m m e d e d F u n d i n g A m o u n t A l a c h u a M V C o n t r a c t T r a n s p o r t a t i o n , I n c . F o r P r o f i t 2 1 . 2 % T w o A D A - c o m p l i a n t m i n i v a n s ( a d d i t i o n t o f l e e t ) - $ 4 4 , 7 9 1 e a c h $ 8 9 , 5
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/ctd/docs/meetingpackages/2019-meetings/meetingpackage06032019.pdf?sfvrsn=8e814a65_2