9038 search results for f
3340104.impl
if the mixing temperature is 285°F or less. For mixtures containing a PG 76-22 or High Polymer binder, a mixture will be considered a warm mix asphalt design if the mixing temperature is 305°F or less, (compaction temperature) in accordance with 320-6.3. Do not exceed a target temperature of 340°F for High Polymer asphalt binder, 330°F for PG 76-22 asphalt binders, and 315°F for unmodified asphalt binders
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/review/implemented/3340104.impl.pdf?sfvrsn=1c92847e_09160201.impl
processed through a vacuum tower and have an initial boiling point of 385°C (725°F) or lower when tested, 7173-14 and Softening Point, AASHTO T 53-09 (2013) 163±5°C 48 hours Maximum 15°F (PG 76-22, , Jnr, 3.2 (d, e, f) AASHTO M 332-14 67°C (Modified binders only) 76°C (High Polymer binder only, ) Dynamic Shear Rheometer, AASHTO T 315-12 G * sin δ, 10 rad/sec. Maximum 5000 kPa (f, g) Creep, ) and PG 76-22 (ARB) shall pass a “V” 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/2017/july-2017/review/implemented/9160201.impl.pdf?sfvrsn=711277e_09260100.impl
concrete piles. E* A fluid epoxy for crack injection in the repair of old structures. F F-1* F-2, to 600 cps at 77 ° F by ASTM D 2393 Wet bond strength to concrete, minimum 250 psi at seven days, which are suitable for the erection of match cast segments with substrate temperatures between 40°F and 105°F with a minimum of at least two, but preferably three, formulations dividing the range, Strength Cubes 7 day Cure at 77 ° F > 10,000 psi ASTM C 579B Tensile Strength at 7 days > 2,100
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/implemented/9260100.impl.pdf?sfvrsn=dffcb345_09670000.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 : 9 6 7 0 0 0 0 R a i l E l e m e n t s f o r G u a r d r a i l . Inaccordance with Specification Development Procedures, we, fabrication requirements belowin 967-3. Where s p e c i f i e d , w e l d c o m p o n e n t s m u s t b e, n g m a t e r i a l c o n f o r m i n g t o E60XX. Nondestructive testing of welds is not required
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/review/internal/9670000.origind.pdf?sfvrsn=a2a2ff87_05360000.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 : 5 3 6 0 0 0 0 G u a r d r a i l, GUARDRAIL 536-1 Description. Construct g u a r d r a i l , o n p o s t s o f t i mber, steel, All Jobs 4. G a l v a n i z e a s s p e c i f i e d a b o v e a f t e r c o mpleting all drilling
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/review/internal/5360000.origind.pdf?sfvrsn=a312f1b4_0SP3500200.FHWA
: StateSpecifications Office Section 350 Proposed S p e c i f i c a t i o n : S P 3 5 0 0 2 0 0 C e, . 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, 350-10 is deleted and the following substituted: 350-10 Final Finish. 350-10.1 F i n i s h i n g, . ARTICLE 350-10 is deleted and the following substituted: 350-10 Final Finish. 350-10.1 F i n i s
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/review/fhwa/sp3500200.fhwa.pdf?sfvrsn=eb0eb1a8_05150500.FHWA
: StateSpecifications Office Section 515 Proposed S p e c i f i c a t i o n : 5 1 5 0 5 0 0 M e t a l, 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 / d t A t t a c, compressed air again to remove any remaining particles. Use a Type A, B, or F epoxy mortar to secure, to remove any remaining particles. Use a Type A, B, or F epoxy mortar to secure guiderail posts
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/review/fhwa/5150500.fhwa.pdf?sfvrsn=20cf6baa_00090201.FHWA
: StateSpecifications Office Section 009 Proposed S p e c i f i c a t i o n : 0 0 9 0 2 0 1 M e a s u, 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, a b l e b y t h e c u b i c y a r d , t h e n u m b e r o f g a l l o n s w i l l b e d e t e r, a r d , t h e n u m b e r o f g a l l o n s w i l l b e d e t e r mined assuming a mix design with 3
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/review/fhwa/0090201.fhwa.pdf?sfvrsn=8ea9b44b_00020400-60day.FHWA
: StateSpecifications Office Section 002 Proposed S p e c i f i c a t i o n : 0 0 2 0 4 0 0 - 6 0 d a y P r o p o s a l R e q u i r e m e n t s a n d C o n d i t i o n s – E x a m i n a t i o n o f C, 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 / f t A t t a c h ment cc: FloridaTransportation Builders' Assoc
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/review/fhwa/0020400-60day.fhwa.pdf?sfvrsn=b4b033c9_09160201.impl
a vacuum tower and have an initial boiling point of 385°C (725°F) or lower when tested, T 53-09 (2013) 163±5°C 48 hours Maximum 15°F (PG 76-22 (ARB) only) Rolling Thin Film Oven Test, ) ”S” = 4.50kPa -1 max Multiple Stress Creep Recovery, Jnr, 3.2 (d, e, f) AASHTO M 332-14 67, Rheometer, AASHTO T 315-12 G * sin δ, 10 rad/sec. Maximum 5000 kPa (f, g) Creep Stiffness, (ARB) shall pass a “V” graded and PG 82-22 (PMA) shall pass an “E” grade per AASHTO M 332-14. (f
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/review/implemented/9160201.impl.pdf?sfvrsn=69bff517_04551508.impl
455 STRUCTURES F O U N D A T I O N S . (REV4-18-16)(FA6-2-16)(1-17) SUBARTICLE455-15.8.2isdeletedandthefollowingsubstituted: 455-15.8.2PolymerSlurryforShaftsforSign,Signal,LightingandITS Structures: Materials manufactured expressly for use as polymer slurry for drilled shafts may be used, c t i o n , maintain t h e l e v e l o f t h e s l u r r y a t a h e i g h t s u f f i c i e n t t o p r e v e n t c a v i n g o f t h e h o l e . A t a n y t i me the wet construction method
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/review/implemented/4551508.impl.pdf?sfvrsn=522cc119_0D5630000.do
.................................................2-1/2 hours @ 70°F [21°C] minimum Taber Abrasion 1000, ..................................................2-1/2 hours @ 70°F [21°C] minimum Taber Abrasion 1000 cycles, , when the ambient temperature is between 40° and 90°F [4º and 32ºC], and the surface temperature is between 50º and 85°F [10º and 29ºC] and rising. Ensureallconcretehascured a minimum of 30 days before, . These times are based on an ambient temperature of 75°F [24ºC] at 50 percent relative humidity. Non
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d5630000.do.pdf?sfvrsn=ee62ad9b_0D9380000.do
laboratory temperature (65-78°F [18-25°C]) and conditions. Property TestValue TestMethod, °F [18 to 24°C]. (c)Mixtheconditioneddry ingredients with the conditioned mixing water and place, above in (b). (f)Measurethelevelofthebleedwaterevery 15 minutes for the first hour and hourly for two, to be used to a temperature of 90°F [32.5°C] for a minimum of 12 hours prior to the test. (b, storage tank. (e)Pump and recirculate the grout for a minimum of one hour. (f)Recordat15minute intervals
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2004/january-2004/workbook/d9380000.do.pdf?sfvrsn=fb2c3b2f_04710100.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 : 4 7 1 0 1 0 0 F i b e r R e i n f o r c e d P o l y m e r F e n d e r S y s t e m s . Inaccordance with Specification
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/internal/4710100.origind.pdf?sfvrsn=19fd3078_01020916.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 : 1 0 2 0 9 1 6 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/internal/1020916.origind.pdf?sfvrsn=5dc83f62_05300102.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 : 5 3 0 0 1 0 2 R e v e t m, s y s t em c o mponents must m e e t t h e f o l l o w i n g r e q u i r e ments: Concrete, 6 8 4 C a b l e s a n d F i t t i n g s, hydroxide (pH greater than or equal to 11) at 73°F, plus or minus three degrees. Cables must
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/internal/5300102.origind.pdf?sfvrsn=a9e3972f_00060103-2.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 : 0 0 6 0 1 0 3 - 2 C o n t r o l o f M a t e r i a l s . Inaccordance with Specification Development Procedures, we, a n u f a c t u r e r M a t e r i al Certification: Provide Submit complete certifications, Contract Documents. Manufacturers s e e k i n g t o h a v e a p r o d u c t e v a l u a t e d f o r
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/internal/0060103-2.origind.pdf?sfvrsn=8d936abc_04100401.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 : 4 1 0 0 4 0 1 P r e c a s, sealant only to dry surfaces. When the atmospheric temperature 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/internal/4100401.origind.pdf?sfvrsn=f6c286a3_09380000SS
by the following standard and modified ASTM test methods conducted at normal laboratory temperature (65-78°F, strand and test apparatus overnight at 65 to 75°F [18 to 24°C]. (c, )Storethemixed grout at the temperature range listed above in (b). (f)Measurethelevelofthebleedwater every 15, other equipment to be used to a temperature of 90°F [32.5°C] for a minimum of 12 hours prior, mixer storage tank. (e)Pump and recirculate the grout for a minimum of one hour. (f
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2005/january-2005/workbook/9380000ss.pdf?sfvrsn=1e3a6a62_04570001SP
to furnish a durable, corrosion resistant pile protection system. 457-2 Materials. 457-2.1 F o r m s : U s e f o r ms composed of a durable, inert, corrosion resistant material with an interlocking, minimum (unnotched) (f) Barcol Hardness (ASTM D 2583) 45 minimum (g) Color: Similar to Federal Color, (unnotched) (f) Barcol Hardness (ASTM D 2583) 45 minimum (g) Color: Similar to Federal Color Standard, the requirements of ASTM C 618, Type F, except that loss on ignition shall not exceed 4%. Beforemixing any
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2005/january-2005/workbook/4570001sp.pdf?sfvrsn=30358bc2_0