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MPOAC-SD-Meeting-presentation-Oct-28-2021v3
FLORIDA MPOAC STA F F DIRECTORS’ ADVISORY COMMITTEE MEETING October 28, 2021 Orlando, FL Don Scott, Presiding CALL TO ORDER & PLEDGE OF ALLEGIANCE INTRODUCTIONS APPROVA L OF MINUTES: JULY 29, 2021 MEETING PUBLIC COMMENTS (NON-AGENDA ITEMS) EXECUTIVE DIRECTOR’S REPORT Legislative Update Steve Diez Thank Yo u Legislative Update • State – 2022 FL Leg Session (Jan. 11 – March 11) – Legislative committee meetings are underway – MPOAC Leg Priorities/2021 MPOAC Leg Summary
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/mpoac_website/meetings/2021/mpoac-sd-meeting-presentation-oct-28-2021v3.pdf?sfvrsn=719e06b1_120160428_FreightCommitteeAgendaApr2016
Mayor Susan Haynie Chairperson MPOAC Freight Committee Date: Thursday, April 28, 2016 Time: 9:00 a.m. – 10:30 a.m. Location: MetroPlan Orlando 250 South Orange Avenue, Suite 200, Orlando, FL 32801 Call In: +1 (712) 432‐0928 | Passcode 612652# Agenda Item S p e a k e r T i m e 1 . W e l c o m e a n d I n t r o d u ctions Carl Mikyska, MPOAC 9 : 0 0 – 9 : 0 5 2 . R e p o r t f r o m C, CarlMikyska, MPOAC 1 0 : 2 5 – 1 0 : 3 0 M P O A C T h e F lorida Metropolitan Planning
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/mpoac_website/meetings/2016/20160428_freightcommitteeagendaapr2016.pdf?sfvrsn=632a6517_1Archaeological Collections & Curation
Archaeological Collections & Curation Section 4(f) & 6(f) Tribal Consultation Permitting & Wetlands
https://www.fdot.gov/environment/oem-divisions/env/cultural-resources/archaeological-collections-curation5480206impl
the following ingredients and proportions: 1. The quantity of cement replaced with Type F fly ash is 10, . Portland cement is 30% by weight of total cementitious material. 4. The total weight of the Type F fly
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2020/january-2020/review/implemented/5480206impl.pdf?sfvrsn=170259e_2SP0080306
PROSECUTION OF WORK - PARTNERING. (REV 5-15-12) (FA 5-21-12) (1-16) ARTICLE 8-3 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 i t e m in the Lump Sum amount of $__________ has been established for Partnering. The objective of Partnering is to establish a partnership charter and action plan for the Contractor, : a. M e e t i n g r o o m. b. F a c i l i t a t o r fees. c.Travelexpensesofthefacilitator
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/workbook/sp0080306.pdf?sfvrsn=38ffca01_2SP0050901
CONTROL OF THE WORK – GENERAL INSPECTION REQUIREMENTS – COOPERATION BY THE CONTRACTOR. (REV 2-10-94) (1-19) SUBARTICLE 5-9.1 is expanded by the following: Provide and maintain throughout the life of the Contract, two utility boats meeting or exceeding the following minimum requirements: Utility Boat (A) Size (a) Length 1 9 f e e t (b) Width (Beam) 7 feet (c) Load Capacity 2 , 4 0 0 p, 3inches (f) Heavy Duty Seating Accommodations two e a c h Furnish fuel and docking facilities
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/workbook/sp0050901.pdf?sfvrsn=a50ee64b_2SP0050901
CONTROL OF THE WORK – GENERAL INSPECTION REQUIREMENTS – COOPERATION BY THE CONTRACTOR. (REV 2-10-94) (1-19) SUBARTICLE 5-9.1 is expanded by the following: Provide and maintain throughout the life of the Contract, two utility boats meeting or exceeding the following minimum requirements: Utility Boat (A) Size (a) Length 1 9 f e e t (b) Width (Beam) 7 feet (c) Load Capacity 2 , 4 0 0 p, 3inches (f) Heavy Duty Seating Accommodations two e a c h Furnish fuel and docking facilities
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/workbook/sp005090124773f3f0d284fa38782659b21c6dafa.pdf?sfvrsn=26738409_0SP0050901
CONTROL OF THE WORK – GENERAL INSPECTION REQUIREMENTS – COOPERATION BY THE CONTRACTOR. (REV 2-10-94) (7-18) SUBARTICLE 5-9.1 is expanded by the following: Provide and maintain throughout the life of the Contract, two utility boats meeting or exceeding the following minimum requirements: Utility Boat (A) Size (a) Length 1 9 f e e t (b) Width (Beam) 7 feet (c) Load Capacity 2 , 4 0 0 p, 3inches (f) Heavy Duty Seating Accommodations two e a c h Furnish fuel and docking facilities
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/workbook/sp0050901.pdf?sfvrsn=9d9bac29_09330100 -122impl
Moisture Absorption ASTM D570, Procedure 7.1; 24 hours immersion at 122°F ≤0. 25% 10 Long-Term Moisture Absorption ASTM D570, Procedure 7.4; immersion to full saturation at 122°F ≤1.0% 10, ; Tmg) ≥230°F ≥212°F 3 Total Enthalpy of Polymerization (Resin) ASTM E2160 Identify the resin, ± 5°F. Apply sustained tensile stress to induce 3000 micro-strain, followed by tensile test per, D570, Procedure 7.1; 24 hours immersion at 122°F ≤0.25% Glass Transition Temperature ASTM D7028
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/implemented/9330100--122impl.pdf?sfvrsn=77eec9f6_27060000-122origind
Class B RPMs in an unground area after grinding. Install Class F RPMs only when shown in the plans, and bituminous adhesive that are listed on the Department’s Approved Product List (APL). For Class F, the bituminous adhesive through heated applicator hoses. Heat the bituminous adhesive to between 375°F, or pouring. Maintain the application temperature between 375°F and 425ºF. The bituminous adhesive may, . For Class F RPMs, installation may include the removal of roadway surface material to recess a portion
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/internal/7060000-122origind.pdf?sfvrsn=82cfc488_29160203.FHWA
, AASHTO T 53-09 (2013) 163±5°C 48 hours Maximum 15°F (PG 76-22 (ARB) only) Rolling Thin Film Oven, , f) AASHTO M 332-14 67°C (Modified binders only) 76°C (High Polymer binder only) “V” = 1.00 kPa, Rheometer, AASHTO T 315-12 G * sin δ, 10 rad/sec. Maximum 5000 kPa (f, g) Creep Stiffness, (ARB) shall pass a “V” grade per AASHTO M 332-14. (f) A maximum Jnr diff = 75% does not apply, and Softening Point, AASHTO T 53-09 (2013) 163±5°C 48 hours Maximum 15°F (PG 76-22 (ARB) only) Rolling
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/fhwa/9160203.fhwa.pdf?sfvrsn=3cecc51c_05150504.FHWA
remaining particles. Use a Type AB, B, or F epoxy mortarcompound to secure guiderail posts into the cored, particles. Use a Type AB, or F epoxy compound to secure guiderail posts into the cored holes
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/fhwa/5150504.fhwa.pdf?sfvrsn=5881fef1_0D9480023
pressure rating is required in the plans. Provide c e r t i f i c a t i o n o f t h e a c t u a l mean
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2002/january-2002/workbook/d9480023.pdf?sfvrsn=c82ebff0_0D1040006.do
104 CONSTRUCTIONREQUIREMENTS–ARTIFICIALCOVERINGS. (REV5-8-00)(FA5-15-00)(1-01) ARTICLE104-6(Pages119-123)isexpandedbytheadditionofthefollowing newSubarticle: 104-6.4.13 Artificial Coverings: General: I n s tall a r t i f i c i a l c o v e r i n g s i n locations where temporary protection from erosion is needed. Two situations occur that require artificial coverings. The two situations have differing material requirements, which are described below. (1) U s e a r t i f icial c o v e
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d1040006.do.pdf?sfvrsn=c647256a_06030500.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 : 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 e s, to the detectors) 7. Warranty i n f o r mation SubmitFurnish documentary items for the following, s 4. F l a s h e r u n i t s 5 . P r e e mption u n i t s 6 . C o n f l i c t m o n i t o r s 7
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/internal/6030500.origind.pdf?sfvrsn=76f2bbb0_00080036SP
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 i t e m in the Lump Sum amount of $__________ has been established for Partnering. The objective of Partnering is to establish a partnership charter and action plan, 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 fees
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2005/january-2005/workbook/0080036sp.pdf?sfvrsn=7feb5025_00080039SP
SUBMISSION OF WORKING SCHEDULE. (REV 5-30-02) (FA 7-24-02) (1-03) SUBARTICLE 8-3.2 (Pages 73 and 74) is deleted and the following substituted: 8-3.2 G e n e r a l : F o r t h i s C o n t r a c, work items as determined by the currently accepted Contract Schedule. 8-3.2.3 F l o a t : F l o a t i s n o t f o r t h e e x c l u s i v e u s e o r b e n e f i t o f e i t h e r t h e D e p a r t, t S c h e d u l e : A s a c o n d i t i o n f o r t h e r e l e a s e o f a n y r e t a i n a g e
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2005/january-2005/workbook/0080039sp.pdf?sfvrsn=ad4fd1c3_04551505.FHWA
Re: StateSpecifications Office Section 455 Proposed S p e c i f i c a t i o n : 4 5 5 1 5 0 5 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 . Nguyen: We are submitting, for your approval, 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 / d t A t t a c h ment cc, inches larger than the drilled shaft diameter specified in the Plans. The f o l l o w i n g r e q u
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/4551505.fhwa.pdf?sfvrsn=1dd8004c_09240202.FHWA
Re: StateSpecifications Office Section 924 Proposed S p e c i f i c a t i o n : 9 2 4 0 2 0 2 A d m i x t u r e s f or Concrete. Dear Mr. Nguyen: We are submitting, for your approval, two copies, , 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, . (REV 10-14-15) SUBARTICLE 924-2.2 is deleted and the following substituted: 924-2.2 C e r t i f
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/9240202.fhwa.pdf?sfvrsn=3b4e3f84_04150502.FHWA
Re: StateSpecifications Office Section 415 Proposed S p e c i f i c a t i o n : 4 1 5 0 5 0 2 R e i n f o r c i n g S t e e l . D e a r M r . Nguyen: We are submitting, for your approval, two, , 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, a working temperature range of 20 to 150°F. Spacers shall be able to provide sufficient strength
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/4150502.fhwa.pdf?sfvrsn=e1110bf6_0