9038 search results for f
Joint Webinar Series Invite
with FDOT’s efforts to improve rail safety in Florida. Please register no later than Friday, F ebruary
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/rail/programs/florida-rail-safety-coalition/2025-feb/joint-webinar-series-invite.pdf?sfvrsn=94be3071_1Florida-MPOAC-Staff-DirectorsE28099-Committee
FLORIDA MPOAC S TA FF DIRECTO R S ’ COMMITTEE MEETING APRIL 30, 2019 ORLANDO, FL Lois Bollenback, Presiding Call to Order & Pledge o f Allegiance Appro va l o f Minutes January 30, 2019 Public Comments (non-age n d a i t e m s ) Exe c u t i ve D i r e c t o r ’s Re p o rt UPWP Re p o rt Committee Update 2019 Legislative Update UPWP Re p o rt Accomplishments, Kendall MPOAC S TA F F D I R E C TO R S ’ BU S I N E S S I T E M S & P R E S E N TAT I O N S Appro
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/mpoac_website/meetings/2019/florida-mpoac-staff-directorse28099-committee.pdf?sfvrsn=7910ffd0_1Florida-MPOAC-Governing-Board-Meeting
FLORIDA MPOAC G OV ERNING BOA R D M EETING APRIL 30, 2019 ORLANDO, FL Commissioner Nick Maddox, Presiding Call to Order & Pledge o f Allegiance Appro va l o f Minutes January 30, 2019 Public Comments (non-age n d a i t e m s ) Exe c u t i ve D i r e c t o r ’s Re p o rt UPWP Re p o rt Committee Update 2019 Legislative Update UPWP Re p o rt Accomplishments are in the meeting, O N B Y KEVIN THIBAU LT, SECRETA RY O F F LORIDA D OT Appro val Of Consensus Document
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/mpoac_website/meetings/2019/florida-mpoac-governing-board-meeting.pdf?sfvrsn=5ba9becc_12-MPO-FDOT-Joint-CertificationOCT2017
M P O - F D O T J o i n t C e r t i f i c a t i o n presented to presented by MPOAC Staff, be certified every year a new STIP is adopted 2 3 C . F . R . § 4 5 0 . 3 3 6 >> Each year, C . F . R . § 2 0 0 . 3 3 1 S e c t i o n 5 : F i n a n c e s a n d I n v o i c i n g 1 0 q u e s t i o n s > > P o i n t s a s s o c i a t e d w i t h 9 o f t h e 1 0 > > R i s k L e v e l d e t e r m i n e s f r e q u e n c y o f s u p p o r t i n g d o c u m e n t a t i o n r e v i e w 8
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/mpoac_website/meetings/2017/2-mpo-fdot-joint-certificationoct2017.pdf?sfvrsn=3fee5b4_19970000-122FHWA
Temperature Range Technical Data Sheet Minimum 0°F to +150°F Output Signal Technical Data Sheet Minimum +200mV or produce a charge signal for passenger car/pickup truck axle @ 70°F with less, Technical Data Sheet Minimum 0°F to +150°F Output Signal Range Technical Data Sheet Minimum +34 mV, All Jobs Operating Temperature Range Technical Data Sheet -50°F to 176°F Scale Capacity Technical, Element 0.26 in. wide x 0.063 in. thick Operating Temperature Range Technical Data Sheet -40°F to 160
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/fhwa/9970000-122fhwa.pdf?sfvrsn=a9c7f706_26770201.FHWA
foot per degree Fahrenheit (F) for the roof and 0.28 BTUs per hour per square foot per degree F, British Thermal Units (BTUs) per hour per square foot per degree Fahrenheit (F) for the roof and 0.28 BTUs per hour per square foot per degree F for the exterior wall
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/fhwa/6770201.fhwa.pdf?sfvrsn=94f09b53_09160203.impl
) 163±5°C 48 hours Maximum 15°F (PG 76-22 (ARB) only) Rolling Thin Film Oven Test Residue, kPa -1 max Multiple Stress Creep Recovery, Jnr, 3.2 (d, e, f) AASHTO M 332-14 67°C (Modified, * sin δ, 10 rad/sec. Maximum 5000 kPa (f, g) Creep Stiffness, AASHTO T 313-12 S (Stiffness), @ 60, AASHTO M 332-14. (f) A maximum Jnr diff = 75% does not apply for any Jnr value ≤ 0.50 kPa-1. (g
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/implemented/9160203.impl.pdf?sfvrsn=7c09336a_0SP0071104RR.origind
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 g i, ,StateSpecificationsEngineer SUBJECT:Proposed S p e c i f i c a t i o n : 0 0 7 1 1 0 4 R R L e g a l R e q u, crossing; and any other work that may affect railroad operations or property. Contact t h e F E C S i g n a l O f f i c e a t 9 0 4 - 2 7 9 - 3 1 8 2 a t l e a s t 3 0 d a y s p r i o r t o a n y t r a f f i c s i g n a l w o r k w i t h i n 5 0 0 f e e t o f a s i g n a l i z e d , a t - g r a d e
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/review/internal/sp0071104rr.origind.pdf?sfvrsn=d2eb7c6e_01210200.origind
S p e c i f i c a t i o n : 1 2 1 0 2 0 0 F l o wable Fill. Inaccordance with Specification, ) .............................Section 919 Fly Ash, Slag and other Pozzolanic Materials . . . . S e c t i o n 9 2 9 P r e f o r med, T M C 8 6 9 * 1 . A n y c l e a n f i n e a g g r e g a t e w i t h 1 0 0 % p a s s i n g a 3 / 8
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/internal/1210200.origind.pdf?sfvrsn=46f46709_01021110.origind
,StateSpecificationsEngineer SUBJECT:Proposed S p e c i f i c a t i o n : 1 0 2 1 1 1 0 M a i n t e n a n c e o f T r a f f i c . Inaccordance with Specification Development Procedures, we are sending you
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/internal/1021110.origind.pdf?sfvrsn=54572284_09250202.FHWA
Re: StateSpecifications Office Section 925 Proposed S p e c i f i c a t i o n : 9 2 5 0 2 0 2 C u r i n g M a t e r i a l s f o r C o ncrete. Dear Mr. 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/9250202.fhwa.pdf?sfvrsn=c1cc115e_09901000.FHWA
Re: StateSpecifications Office Section 990 Proposed S p e c i f i c a t i o n : 9 9 0 1 0 0 0 T e m p o r a r y T r a f f i c C o n t r o l D e v i c e M a t e r i a l s . D e a r M r . Nguyen: We, 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, o f t h e a r m and sheeting shall be 2 inches; and, 2.Theendofthearm shall reach at least
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/9901000.fhwa.pdf?sfvrsn=b77b290d_04100401.FHWA
Re: StateSpecifications Office Section 410 Proposed S p e c i f i c a t i o n : 4 1 0 0 4 0 1 P r, 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 A t t a c h, is below 60°F, either store the joint sealant in an area above 70°F, or artificially warm the joint sealant to 70°F in a manner satisfactory to the Engineer. After assembly, ensure that there is full
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/4100401.fhwa.pdf?sfvrsn=92eb5053_09230300.FHWA
Re: StateSpecifications Office Section 923 Proposed S p e c i f i c a t i o n : 9 2 3 0 3 0 0 W a t e r f or Concrete. Dear Mr. Nguyen: We are submitting, for your approval, two copies of the above, 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/2016/july-2016/review/fhwa/9230300.fhwa.pdf?sfvrsn=b8c72bb2_01450200.impl
145 GEOSYNTHETIC R E I N F O R C E M E N T (REV10-14-15)(FA1-11-16)(7-16) 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, B a c k f i l l M a t e r i a l s : U s e o n l y free draining backfill material in the reinforced
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/implemented/1450200.impl.pdf?sfvrsn=5838ee07_03530302.impl
353 CONCRETE P A V E MENT SLAB REPLACEMENT. (REV11-4-15)(FA1-11-16)(7-16) SUBARTICLE353-3.2isdeletedandthefollowingsubstituted: 353-3.2 C e r t i f i c a t i o n : Submit certification in accordance with 346-6.3. SUBARTICLE 353-10.1 is deleted and the following substituted: 353-10.1 General: The requirements of 350-6 apply to this Section. Keep the slab closed to traffic until the compressive strength requirement of 2,200 psi is achieved. Verify the achievement of the required
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/implemented/3530302.impl.pdf?sfvrsn=f1baac60_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/2007/january-2007/workbook/ss9480107.pdf?sfvrsn=fe22a623_00071104SFRC.origind
TO: SpecificationReviewDistributionList FROM: DanielScheer,P.E.,StateSpecificationsEngineer SUBJECT:Proposed S p e c i f i c a t i o n : S P 0 0 7 1 1 0 4 S F R C L e g a l R e q u i r e m e n t s a n d R e s p o n s i b i l i, during certain periods of the project. For p r o j e c t s i n v o l v i n g t h e S o u t h F l o r i d a R a i l C o r r i d o r ( S F R C ) T r i - R a i l , c o n t a c t t h e S o u t h F l o r i d a R e g i o n a l T r a n s p o r t a t i o n A u t h o r i t y ( S F R T A ) a t 9 5 4 - 7 8 8
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/internal/0071104sfrc.origind.pdf?sfvrsn=b9d652d2_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/2007/january-2007/workbook/ss9480107c0f2315182d647c393b90a09355fda3f.pdf?sfvrsn=4f303057_00050901.FHWA
: StateSpecifications Office Section 005 Proposed S p e c i f i c a t i o n : 0 0 5 0 9 0 1 C o n t r o l o f t h e W o r k . D e a r M r . Nguyen: We are submitting, for your approval, two copies, 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/fhwa/0050901.fhwa.pdf?sfvrsn=adc08554_0