9038 search results for f
9160000.impl
boiling point of 385°C (725°F) or lower when tested in accordance with ASTM D6352-15. 9. Re-refined, °F (PG 76-22 (ARB) only) Rolling Thin Film Oven Test Residue (AASHTO T240-13 (2017)) Rolling Thin, Multiple Stress Creep Recovery, Jnr, 3.2 (d, e, f) AASHTO M332-14 67°C (Modified binders only) 76°C, . Maximum 5000 kPa (f, g) Creep Stiffness, AASHTO T313-12 (2016) S (Stiffness), @ 60 sec. m, ” grade per AASHTO M332-14. (f) A maximum Jnr diff = 75% does not apply for any Jnr value ≤ 0.50
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/review/implemented/9160000.impl.pdf?sfvrsn=d3b55520_05380000.FHWA
: StateSpecifications Office Section 538 Proposed S p e c i f i c a t i o n : 5 3 8 0 0 0 0 R e s e, relating 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 H u r t a d o , 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 H / o t, s t s 2 . T i m b e r O o f f s et Bblocks 3. E n d T t r e a t m e n t A a s s e m b l i e s 4
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/fhwa/5380000.fhwa.pdf?sfvrsn=b7e57fe5_04300100.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, ,P.E.,StateSpecificationsEngineer SUBJECT:Proposed S p e c i f i c a t i o n : 4 3 0 0 1 0 0 P i p e C, o b s e r v a t i o n s o f l e a k s , d e b r i s , o r o t h e r d a mage or defects. For f l e, v i d e a h i g h q u a l i t y D V D i n a M P E G 2 f o rmat video with a standard resolution
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/internal/4300100.origind.pdf?sfvrsn=ebfd169f_09700000.FHWA
Re: StateSpecifications Office Section 970 Proposed S p e c i f i c a t i o n : 9 7 0 0 0 0 0 M a t e r i a l s f o r R a i s e d R e t r o r e f l e c t i v e P a v e m e n t M a r k e r s a n d, 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/9700000.fhwa.pdf?sfvrsn=50f0d3e9_01040005SS
)Foreachphaseofconstructionoperationsoractivities, supply the following information: (a) L o c ations o f a l l e r o s i o n c o n t r o l d, will be in operation (d) M o n i t o r i n g s c h e d u l e s f o r maintenance of erosion control devices (e) M e t h o d s o f maintaining erosion control devices (f)Containment or removal methods, t h e f o l l o w i n g s u b s t i t u t e d : Providebaleshavingminimum dimensions of 14 by 18
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/1040005ss.pdf?sfvrsn=27a74c48_09160000.origind
,StateSpecificationsEngineer SUBJECT:Proposed S p e c i f i c a t i o n : 9 1 6 0 0 0 0 B i t u m i n o u s M a t, 48 hours Maximum 15°F (PG 76-22 (ARB) only) Rolling Thin Film Oven Test Residue (AASHTO T 240-09, Multiple Stress Creep Recovery, Jnr, 3.2 (d, e, f) AASHTO M332-14 67°C (Modified binders only, * sin δ, 10 rad/sec. Maximum 5000 kPa (f, g) Creep Stiffness, AASHTO T313-12 S (Stiffness, and PG 82-22 (PMA) shall pass an “E” grade per AASHTO M 332-14. (f) A maximum Jnr diff = 75% does
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/internal/9160000.origind.pdf?sfvrsn=44a268f5_0SS1200700
in successive layers with lifts up to a maximum compacted thickness of 6 inches. Alternately, f o r A - 1, to the 6 inch compacted lifts. As f a r a s p r a c t i c a b l e , d i s t r i b u t e t r a f f i c o v, b a c k f i l l . Priortoplacement, submit documentation to the Engineer for his approval
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2007/january-2007/workbook/ss1200700.pdf?sfvrsn=8b37fe3b_03360000.FHWA
: StateSpecifications Office Section 336 Proposed S p e c i f i c a t i o n : 3 3 6 0 0 0 0 A s p h, 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, Range 335 - 375°F Minimum Reaction Time 30 minutes Unit Weight @ 60ºF (1) 8.8 lbs/gal. Viscosity Range (2) 15.0 - 20.0 Poises @ 350°F (3) (1) Conversions to standard 60ºF are as specified
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/fhwa/3360000.fhwa.pdf?sfvrsn=2e80fd37_0SP4550510A
r o v i d e t h e b e a r i n g c a p a c i t i e s r e q u i r e d f o r c a r r y i n g t h e l, substituted: 455-5.10.3 P r a c t i c a l R e f u s a l : Practical refusal is defined as 20 blows per, in accordance with 455-5.13. Drive p i l e s o f t h e s a me c r o s s - s e c t i o n a n d t y p, . (e)theamount of work necessary to obtain minimum required pile penetration. (f) the ability, splices. Ensure s e c t i o n s o f mechanically spliced piles are restrained from rotating
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2010/january-2010/workbook/sp4550510a.pdf?sfvrsn=1a6f6f00_0SS9900202
a d o f 5 , 0 0 0 p o u n d s . T h r e e markers per lot or shipment will be randomly tested as follows: Position t h e marker b a s e d o w n b e t w e e n t h e f l a t parallel platens, shall meet the requirements of Section 970 and be one of the products listed on the QPL. (f, at temperatures above 40°F, and without the use of heat, grinding or blasting. SUBARTICLE 990-7.1, controlled. It must be timed internally by the controller as per Department specifications. (f
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2010/january-2010/workbook/ss9900202.pdf?sfvrsn=9e448891_09320100ind
sufficiently to not flow from the joint or be picked up by vehicle tires after 3 hours at 77°F, °F lower than the safe heating temperature as stated by the manufacturer. Cone-Penetration, Non- immersed at 77°F, 150 g, 5 s Less than or equal to 90 mm Flow at 140°F, 5 h Less than or equal to 5.0 mm Bond, Non-immersed, 0°F for 5 cycles* No cracking, separation, or opening that at any, at 77°F, 150 g, 5 s Less than or equal to 90 mm Flow at 140°F, 5 h Less than or equal to 3.0 mm
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/industry/9320100ind.pdf?sfvrsn=443c3d6c_119-16-CornwellNEPAandPDEUpdates
• https://fldot- my. sharepoint.com/personal/denise_rach_dot_state_f l_us/Documents/species guidance, 7/1/2025 15 2020 – SWEPT Module for Section 4(f) Resources • Modernized and Simplified Process, and OEM review/approval process • 206 Section 4(f) forms – 5 resources per form on average Section 4(f) of the USDOT Act requires consideration of cultural resources, parks, and wildlife and waterfowl, Benefits of 4(f) To ol • All in One Review and Approval with SHPO • Annual Report Automated • 1011
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/training/transportationsymposium/2025-june/19-16-cornwellnepaandpdeupdates.pdf?sfvrsn=17ea1327_1MAC_Sampling and Testing
g e d R o u t e d t o S u b m i t t e d f o r L a b T e s t i n g F, N Sampling and Te sting Florida Department of TRANSPORTAT I O N P e n d i n g F i n a l i z a t i o n F i n a l i z e d C o m p a r e s Q C U p h e l d, Sampling and Te sting • Pe n d i n g F i n a l i zation Searc h Demo • Hands on Exe rc i s e
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/training/2025-fall-construction-academy/mac_sampling-and-testing.pdf?sfvrsn=95a3c5a1_106_faf_disaggregation
DISAGGREGATION OF FREIGHT ANALY SIS FRAMEWORK (FA F) DATA FOR LOCAL FREIGHT PLANNING STUDIES: A CASE STUDY OF FLORIDA. Lissy La Paix, Ph.D. , P. E. CTS Engineering Thomas Hill FDOT Forecasting & Trends Office Contents Introduction Objectives Data and Methods Results: • Why, n e r a l s F o o d N o n d u r a b l e M a n u f a c t u r i n g, t s M i n e r a l s F o o d N o n d u r a b l e M a n u f a c t u
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/planning/fto/transportation-forecasting-research-hub-documents/2023-mtf-meeting-documents/06_faf_disaggregation.pdf?sfvrsn=a2030f17_12016TransitMethod
= ∑ j O j f(C ij ) (1) A i = accessibilityforlocation i O j = numberofopportunitiesatlocation j C ij = timecostoftravelfrom i to j f (C ij )= weightingfunction Thespeciʮcweightingfunction f(C ij ) usedhasatremendousimpactontheresultingaccessi- bilitymeasurements, measuresofaccessibilityemployabinaryweighting function: f (C ij )= { 1 if C ij t 0 if C ij, JointConferenceoftheIEEEComputerandCommunicationsSocieties,volume2,pages834–843. IEEE. Kuipers,F . ,Va nMieghem,P
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/content/planning/fto/accessibility/2016transitmethod.pdf?sfvrsn=411b42ab_020251113_ 447653-2_SR-70_94030
S1 S1 LR STAB 1 6.481 Y R1 Y 1.20 .80 .60 .70 1.30 4.60 9.0 5.0 F .30 O 3.10 SSG:LIGHT BROWN SAND W/ 2 7.785 Y R1 Y .70 .80 .80 1.00 1.40 4.70 10.0 9.0 1.20 B IB M F .30 O 3.10 SSG:BROWN SAND W/LR, 9.588 Y R1 Y .80 .60 .60 .80 1.30 4.10 10.0 8.0 2.00 B III S F .30 I 6.30 SSG:BROWN SAND W/LR TRA 5, .80 .70 .70 .50 .80 3.50 10.0 8.0 2.20 B III S F .30 O 2.10 SSG:BROWN SAND W/SILT T 7 6.939 Y R2 N, TRA 19 7.065 Y L2 Y .80 1.30 1.30 .70 4.10 10.0 7.0 F .10 O 2.10 BASE UNDERLAIN BY LIGHT 20 8.003
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d4/94/20251113_-447653-2_sr-70_94030.pdf?sfvrsn=3717c533_1FDOT MPO Program Management Handbook_Ch 7
Board. 7 7 .2 .1 FDOT /MPOJo in tCe r t i f icat ionRev iew The District and MPO should, to ftheD raf tFDOT /MPOJo in tCe r t i f icat ionPackage The District and MPO will cooperatively, .2 .4Re so lv ingFDOT /MPOJo in tCe r t i f icat ionIssue s If the District cannot certify, /MPOJo in tCe r t i f icat ionPackage The District must submit a copy of the Final FDOT/MPO Joint, (e.g., Part 1 and Part 2 documents) The signed certification statement 9 7 .2 .6Ce r t i f icat
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/planning/policy/metrosupport/mpo-program-management-handbook/fdot-mpo-program-management-handbook_ch-7_6d5a8c31-9fc0-4bad-b05d-010de141baab.pdf?sfvrsn=6bca19f0_114000000SS
e q u e s t , f u r n i s h d e t a i l e d p l a n s f o r f a l s e w o r k o r c e n t e r i n g, : P r o v i d e f o r ms, either of wood or metal, that are as follows: (a) externally secured, b e r : F o r a l l s u r f a c e s , u s e l u mber that is not less than 3/4 inch [19 mm, and accurate concrete surfaces. Only use structurally sound lumber. 400-5.3.2 F o r m L i n e r s : U s e f o r m liners of durable, abrasion resistant materials that are unaffected by water. Use liners
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2005/january-2005/workbook/4000000ss2f0fb9396cec4c5da43fbd11e3cfe0f6.pdf?sfvrsn=6a272c78_04000000SS
e q u e s t , f u r n i s h d e t a i l e d p l a n s f o r f a l s e w o r k o r c e n t e r i n g, : P r o v i d e f o r ms, either of wood or metal, that are as follows: (a) externally secured, b e r : F o r a l l s u r f a c e s , u s e l u mber that is not less than 3/4 inch [19 mm, and accurate concrete surfaces. Only use structurally sound lumber. 400-5.3.2 F o r m L i n e r s : U s e f o r m liners of durable, abrasion resistant materials that are unaffected by water. Use liners
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/4000000ss.pdf?sfvrsn=54c2b5d3_04000000SS
e q u e s t , f u r n i s h d e t a i l e d p l a n s f o r f a l s e w o r k o r c e n t e r i n g, : P r o v i d e f o r ms, either of wood or metal, that are as follows: (a) externally secured, b e r : F o r a l l s u r f a c e s , u s e l u mber that is not less than 3/4 inch [19 mm, and accurate concrete surfaces. Only use structurally sound lumber. 400-5.3.2 F o r m L i n e r s : U s e f o r m liners of durable, abrasion resistant materials that are unaffected by water. Use liners
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/4000000ssffbc36de9e8643ebbdd62700a869aa25.pdf?sfvrsn=ba79ec66_0