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447379~1
MANATEE SR 55 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 5 J - 1 7 . 0 6 2 , F . A . C, 33901 2161 FOWLER STREET, SUITE 100 UTV-3 MANATEE SR 55 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25127/447379-1.pdf?sfvrsn=3841181e_1SDGChapter8B
(s) (if applicable) OPEN. f. Span locks driven. g. Motor and machinery brakes (if applicable). h, fully closed X F. Overhead traffic signals to RED. 1. Traffic lights change to RED automatically, barrier(s) (if applicable) UP. e. Sidewalk gate(s) (if applicable) OPEN. f. Span locks DRIVEN. g, DOWN. d. Traffic barrier(s) (if applicable) UP. e. Sidewalk gate(s) (if applicable) CLOSED. f. Span, ) (if applicable) CLOSED. f. Span locks DRIVEN. g. Motor and machinery brakes (if applicable) SET
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/structures/structuresmanual/currentrelease/2025/sdgchapter8b.pdf?sfvrsn=8d62ad19_1MPOAC-GB-PowerPoint-1-27-22
activities 27 UPWP Ti m e l i n e f o r 2 0 2 2 / 2 0 2 3 : Date Milestone Early 2022 Finalize, Countermeasures To o l For More Information See FHWA’s P r o v e n S a f e t y C o u n t e r m e a s u r e s Homepage: https://safety.fhwa.dot.gov/provencountermeasures/index.cfm Kevin Burgess, FHWA F, STA F F DIRECTO RS’ BUSINESS ITEMS & PRESENTAT I O N S Joint Presentation of the Federa l Infra structure Bill (FDOT/ F H WA ) Mr. B ra d T h o b u r n , A s s i stant Secretary fo r Strategic
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/mpoac_website/meetings/2022/mpoac-gb-powerpoint-1-27-22.pdf?sfvrsn=4f92b975_10040100.FHWA
Re: StateSpecifications Office Section 004 Proposed S p e c i f i c a t i o n : 0 0 4 0 1 0 0 S c o p e o f t h e W o r k . D e a r M r . Nguyen: We are submitting, for your approval, two copies, to this specification 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, e O v e r h e a d P e r - D a y * d e d u c t O r i g i n a l S u b c o n t r a c t A mount(s) o f
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/0040100.fhwa.pdf?sfvrsn=822f9120_0SS4620000
. Galvanize t h e e mbedded b o d y o f t h e a n c h o r a g e i n a c c o r d a n c e w i t h A S T M 1, product. Test the remolded finished polyolefin material for stress crack resistance using ASTM F 2136, . Test the remolded finished polyolefin material for stress crack resistance using ASTM F 2136, . Provide d u a l mechanical s h u t o f f v a l v e s w h e n p e r f o r ming vertical grouting, ASTM D 3055 or ASTM F 714 as appropriate for the manufacturing process used. Use s mooth d u c t
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2007/january-2007/workbook/ss4620000185b11357f00416db7e168cc1abe7b4c.pdf?sfvrsn=7899efc6_0SS4620000
. Galvanize t h e e mbedded b o d y o f t h e a n c h o r a g e i n a c c o r d a n c e w i t h A S T M 1, product. Test the remolded finished polyolefin material for stress crack resistance using ASTM F 2136, . Test the remolded finished polyolefin material for stress crack resistance using ASTM F 2136, . Provide d u a l mechanical s h u t o f f v a l v e s w h e n p e r f o r ming vertical grouting, ASTM D 3055 or ASTM F 714 as appropriate for the manufacturing process used. Use s mooth d u c t
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2007/january-2007/workbook/ss4620000.pdf?sfvrsn=c78cdfd2_03270000.FHWA
Re: StateSpecifications Office Section 327 Proposed S p e c i f i c a t i o n : 3 2 7 0 0 0 0 M i l l i n g o f E xisting Asphalt Pavement. Dear Mr. Nguyen: We are submitting, for your approval, 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: FloridaTransportation, - S l o p e M e a s u r e m e n t F r e q u e n c y : 1 . T a n g e n t Sections: Measure the cross
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/fhwa/3270000.fhwa.pdf?sfvrsn=e69de124_0SS4620000
. Galvanize t h e e mbedded b o d y o f t h e a n c h o r a g e i n a c c o r d a n c e w i t h A S T M 1, product. Test the remolded finished polyolefin material for stress crack resistance using ASTM F 2136, . Test the remolded finished polyolefin material for stress crack resistance using ASTM F 2136, . Provide d u a l mechanical s h u t o f f v a l v e s w h e n p e r f o r ming vertical grouting, ASTM D 3055 or ASTM F 714 as appropriate for the manufacturing process used. Use s mooth d u c t
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2008/january-2008/workbook/ss4620000.pdf?sfvrsn=a2a25521_0SS4620000
Construction Specifications. Galvanize t h e e mbedded b o d y o f t h e a n c h o r a g e i n a c c o r d, using ASTM F 2136 at an applied stress of 348 psi resulting in a minimum failure time of 3 hours, using ASTM F 2136 at an applied stress of 348 psi resulting in a minimum failure time of 3 hours. All, and four-strand duct. Provide d u a l mechanical s h u t o f f v a l v e s w h e n p e r f o r ming, as established by either ASTM D 3055 or ASTM F 714 as appropriate for the manufacturing process used. Use s
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss4620000.pdf?sfvrsn=34344ee3_0SS4000100
. 400-5.7.2 D e s i g n : M e e t t h e f o l l o w i n g c r i t e r i a f o r t h e d e s i g n o f s t a y - i n - p l a c e b r i d g e d e c k f o r ms: 1.Designtheforms on the basis of dead load, . 400-5.7.4 C o n s t r u c t i o n : I n s t a l l a l l f o r ms in accordance with approved fabrication, i s p o s i t i o n o f c r a c k e d c a s t - i n p l a c e c o n c r e t e a r e d e s c r i b, s 1 o r 2 w h e r e a p p l i c a b l e . F o r d i s p o s i t i o n o f structural cracks provide
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss40001004013e52c172d4ff6a8b87198e5d6e721.pdf?sfvrsn=eabd1ea_0SS4000100
. 400-5.7.2 D e s i g n : M e e t t h e f o l l o w i n g c r i t e r i a f o r t h e d e s i g n o f s t a y - i n - p l a c e b r i d g e d e c k f o r ms: 1.Designtheforms on the basis of dead load, . 400-5.7.4 C o n s t r u c t i o n : I n s t a l l a l l f o r ms in accordance with approved fabrication, i s p o s i t i o n o f c r a c k e d c a s t - i n p l a c e c o n c r e t e a r e d e s c r i b, s 1 o r 2 w h e r e a p p l i c a b l e . F o r d i s p o s i t i o n o f structural cracks provide
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss4000100.pdf?sfvrsn=230ee162_0SS4620000
d y o f t h e a n c h o r a g e i n a c c o r d a n c e w i t h A S T M 1 2 3 . O t h e r c o, polyolefin material for stress crack resistance using ASTM F 2136 at an applied stress of 348 psi, polyolefin material for stress crack resistance using ASTM F 2136 at an applied stress of 348 psi, u t o f f v a l v e s w h e n p e r f o r ming vertical grouting. Specifically designate temporary, with a dimension ratio (DR) of 17.0 or less as established by either ASTM D 3055 or ASTM F 714 as appropriate
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2010/january-2010/workbook/ss4620000.pdf?sfvrsn=12389f0_09930000.FHWA
for Field Evaluation of Flexible Surface Mounted Delineator Posts. A temperature of 65°F or greater may, requirement of one-half of the hits at 32 F is waived. All 9930000D01 All Jobs hits may be at 65 F, of the hits at 32°F is waived. All hits shall be at 65°F or greater. NTPEP data or independent test lab, Surface Mounted Delineator Posts. A temperature of 65°F or greater may be used in lieu of the NTPEP, Product Evaluation Program (NTPEP). The NTPEP requirement of one-half of the hits at 32 F is waived
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/fhwa/9930000.fhwa.pdf?sfvrsn=d2b9abc3_03340104-723 FHWA
will be considered a warm mix asphalt design if the mixing temperature is 285°F or less. For mixtures containing, if the mixing temperature is 305°F or less. The Engineer will consider any marked variations from original, with 320-6.3. Do not exceed a target temperature of 340°F for High Polymer asphalt binders, 330°F for PG 76-22 asphalt binders, and 315°F for unmodified asphalt binders. 9. Provide the physical properties, will be considered a warm mix asphalt design if the mixing temperature is 285°F or less. For mixtures containing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/fhwa/3340104-723-fhwa.pdf?sfvrsn=4c1ccfc_1441699-1 - CR 713 PD&E Study from I-95 to CR 714 - Public Hearing Presentation
l m C i t y, F L 3 4 990 CR 713/SW High Meadow Ave PD&E Study – from I-95 to CR 714/SW Martin Hwy, are “listen only” If you requested or dow n l o a ded the presentation www. f dot.gov/projects/cr713pde, hearing is being held in accordance with the following: • Section 120.525, F. S. – Meetings, Hearings, and Wo r kshops • Section 286.011, F. S. – Government in the Sunshine Law • Section 335.199, F. S. – Transportation Projects Modifying Access to Adjacent Property • Section 339.155, F. S
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/cr713pdedocs/441699-1---cr-713-pd-e-study-from-i-95-to-cr-714---public-hearing-presentation.pdf?sfvrsn=8b9df3d9_1441699-1 - CR 713 PD&E Study from I-95 to CR 714 - Public Hearing Virtual Presentation 5.13.25
l m C i t y, F L 3 4 990 CR 713/SW High Meadow Ave PD&E Study – from I-95 to CR 714/SW Martin Hwy, are “listen only” If you requested or dow n l o a ded the presentation www. f dot.gov/projects/cr713pde, hearing is being held in accordance with the following: • Section 120.525, F. S. – Meetings, Hearings, and Wo r kshops • Section 286.011, F. S. – Government in the Sunshine Law • Section 335.199, F. S. – Transportation Projects Modifying Access to Adjacent Property • Section 339.155, F. S
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/cr713pdedocs/441699-1---cr-713-pd-e-study-from-i-95-to-cr-714---public-hearing-virtual-presentation-5-13-25.pdf?sfvrsn=199dde0e_1Webinar 4_HSM & Safety Related to Access Management_05.13.2025
Contact Info Agenda We b i n a r St a f f John R. Freeman, Jr. , PE Senior Principal, considering work program or opportunities for push button contracts. F. I dentify short list - 4 to 6, Lane Departure Crashes Identified Risk Factors F A C I L I T Y T Y P E M E D I A N, in the future? • Something in between… Crash Data Application 47 AADT C r a s h F r e q u e n c y AADT C r a s h F r e q u e n c y Empirical Bayes - EB Safety
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/planning/systems/systems-management/training/access-management/sam-and-tsi-webinar-series/sam-and-tsi-2024-25/05-15-2025_webinar-4_hsm-presentation.pdf?sfvrsn=2b77d1e5_5F4009TechnicalSpecialProvisions
with the manufacturer's written requirements. F. Field Measurements: Verify actual dimensions of openings, the building and the site. F. Existing satellite dish and related concrete masonry units and metal, and operational. All HVAC work shall be accomplished by a licensed mechanical contractor. F. Remove, Terminology Relating to Roofing and Waterproofing . F. ASTM D6878/D6878M - Standard Specification, : Provide NOA documents showing State of Florida Product Approval. F. Installer Qualifications: Letter
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/fcp/f4009/f4009technicalspecialprovisions.pdf?sfvrsn=96d9cd9c_1SDGChapter8B
(s) (if applicable) OPEN. f. Span locks driven. g. Motor and machinery brakes (if applicable). h, fully closed X F. Overhead traffic signals to RED. 1. Traffic lights change to RED automatically, barrier(s) (if applicable) UP. e. Sidewalk gate(s) (if applicable) OPEN. f. Span locks DRIVEN. g, DOWN. d. Traffic barrier(s) (if applicable) UP. e. Sidewalk gate(s) (if applicable) CLOSED. f. Span, ) (if applicable) CLOSED. f. Span locks DRIVEN. g. Motor and machinery brakes (if applicable) SET
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/structures/structuresmanual/currentrelease/2026/sdgchapter8b.pdf?sfvrsn=c1d5c4c4_1Florida TIM Responder - September 2020
. The Central O ffice h a s a l so d eveloped a n I n c i d e nt Responder F i e l d g u i d e to f u rther, RESPONDER ISSUE 3, 2020 4 F l o r i d a Road Ranger Service Patrol - A Propane Driven Fleet, Service Patrol - A Propane Driven Fleet in District Fo u r, f rom page 4 TIM RESPONDER ISSUE 3, 2020 6, TYPE DISABLED VEHICLE 61,278 PEDESTRIAN 273 ARRIVA L S BY DAY O F W E E K F R I DAY 1 6 ,968, o g y to Alert Drivers of Roadway Incidents By Carlos Dardes, FMS/A M S S p e c i a l i st IV, F D
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/cvotim/tim/newletters/florida-tim-responder---september-2020.pdf?sfvrsn=c5dd0ae2_1