9038 search results for f
9260203.FHWA
Re: StateSpecifications Office Section 926 Proposed S p e c i f i c a t i o n : 9 2 6 0 2 0 3 E p, 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, 110F by ASTM D 2471, 1 pint sample Wet bond strength 250psiatsevendaysbyFM5-518, , seven day cure Exotherm 110F by ASTM D 2471, 1 pint sample Wet bond strength
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/9260203.fhwa.pdf?sfvrsn=14f34d6_01080201.FHWA
Re: StateSpecifications Office Section 108 Proposed S p e c i f i c a t i o n : 1 0 8 0 2 0 1 M o, 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, the settlement of structures, recording elevations to 0.001 foot: 1. b e f o r e b e g i n n i n g c o n, elevations to 0.001 foot: 1. b e f o r e b e g i n n i n g c o n s t r u c t i o n 2.daily,during
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/1080201.fhwa.pdf?sfvrsn=324ac018_06460202.FHWA
Re: StateSpecifications Office Section 646 Proposed S p e c i f i c a t i o n : 6 4 6 0 2 0 2 A l, 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 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, . PSubmitrovide the FHWA certification letter for product approval. 7. I d e n t i f i c a t i o n : I s l e, the FHWA certification for product approval. 7. I d e n t i f i c a t i o n : I s l e g i b l y a n d v
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/6460202.fhwa.pdf?sfvrsn=42af8186_01200602.FHWA
Re: StateSpecifications Office Section 120 Proposed S p e c i f i c a t i o n : 1 2 0 0 6 0 2 E x, , 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, and Section 4(f) of the USDOT Act as specified in 7- 1.8. TheDepartment will adjust Contract Time, Regulations as specified in 7-1.4 and Section 4(f) of the USDOT Act as specified in 7- 1.8
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/1200602.fhwa.pdf?sfvrsn=4cae5ab8_05230000SP
documentation: 1. M a n u f a c t u r e r ’ s s p e c i f i c a t i o n s a n d p r o c e d u r e s f o r materials and installation. 2. M a n u f a c t u r e r ’ s c e r t i f i c a t i o n w i t h s
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/5230000sp.pdf?sfvrsn=7d878ee6_04100200.impl
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . S e c t i o n 3 4 6 R e i n f o r c i n g f o r C o n c r e t e, * . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . S e c t i o n 9 0 1 F i n e A g g r e g a t e, e c t i o n 9 0 2 C u r i n g M a t e r i a l s f o r C o n c r e t e . . . . . . . . . . . . . . . . . . . . . . . . . . . S e c t i o n 9 2 5 M a t e r i a l s F o r C o n c r e t e R e p a i r
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/implemented/4100200.impl.pdf?sfvrsn=35bd6b97_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/2006/january-2006/workbook/9380000ss.pdf?sfvrsn=51652525_00060103.impl
006 CONTROLOFMATERIALS. (REV10-26-15)(FA1-26-16)(7-16) ARTICLE6-1.3isdeletedandthefollowing substituted: 6-1.3 Certification: 6-1.3.1 M a n u f a c t u r e r Certification: Submit complete certifications for materials as required. Submit to the Engineer for approval, manufacturer, v a l u a t e d f o r t h e A P L m u s t s u b mit a product evaluation application, available, a l i f y A P L p r o d u c t s f o r a p p r o v a l o n o r b e f o r e t h e p r o d u c t ’ s o
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/implemented/0060103.impl.pdf?sfvrsn=f4fdc337_0SP4570000
aroun 457-2 Materials. 457-2.1 F o r m s : U s e f o r ms composed of a durable, inert, corrosion, (unnotched) (f) Barcol Hardness (ASTM D 2583) 45minimum (g) Color: Similar to Federal Color Standard, the requirements of 924-2.1 and containing rements of ASTM C 618, Type F, except that loss on Before mixing, materials after completing the work and clean f any filler material or other extraneous material
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2007/january-2007/workbook/sp4570000.pdf?sfvrsn=8b334f73_00030201BDI.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 3 0 2 0 1 B D I A w a r d a n d E x e c u t i o n o f C o n t r a c t, , but is not limited to the following: 1. t h e n a m e a n d c o n t a c t i n f o r m a t i o n f o r t h, a t i o n o f t h e w o r k , ; a n d 3.thescope,typeandcostoftheworkperformedbythebidder
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/internal/0030201bdi.origind.pdf?sfvrsn=414e1837_06300301.origind
TO: SpecificationReviewDistributionList FROM: DanielScheer,P.E.,StateSpecificationsEngineer SUBJECT:Proposed S p e c i f i c, t h a n S D R n u m b e r l e s s t h a n o r e q u a l t o 1 1 o r S c h e d u l e 4 0 P V C f o r b l o w n b l o w n f i b e r o p t i c c a b l e i n s t a l l a t i o n s o n l i m i t e d a c c e s s f a c i l t i e s f a cilitiesITS applications. UseHDPEwithanSDRnumber less than or equal
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/internal/6300301.origind.pdf?sfvrsn=d9bc959f_09750702.FHWA
: StateSpecifications Office Section 975 Proposed S p e c i f i c a t i o n : 9 7 5 0 7 0 2 S t r u c, 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, , 95F, 0%- 90% Relative Humidity, 500 hours, alternating RH every 100 hours No melting, Requirement Cyclic Weather Testing AASHTO R31: no salt fog, 95F, 0%- 90% Relative Humidity, 500
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/fhwa/9750702.fhwa.pdf?sfvrsn=c7208eb_00081002.FHWA
: StateSpecifications Office Section 008 Proposed S p e c i f i c a t i o n : 0 0 8 1 0 0 2 P r o s e, 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, 0 , 1 9 8 6 , 3 2 3 p l u s 0 . 0 0 0 0 5 o f a n y a mount over $20 million (Round to nearest, . . . . . . . . . . . . . . . . $ 6 , 3 2 3 p l u s 0 . 0 0 0 0 5 o f a n y a mount over $20 million (Round
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/fhwa/0081002.fhwa.pdf?sfvrsn=19b81c96_09700100.FHWA
: StateSpecifications Office Section 970 Proposed S p e c i f i c a t i o n : 9 7 0 0 1 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 B i, . 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/fhwa/9700100.fhwa.pdf?sfvrsn=582099b0_0SP4570000
aroun 457-2 Materials. 457-2.1 F o r m s : U s e f o r ms composed of a durable, inert, corrosion, (unnotched) (f) Barcol Hardness (ASTM D 2583) 45minimum (g) Color: Similar to Federal Color Standard, the requirements of 924-2.1 and containing rements of ASTM C 618, Type F, except that loss on Before mixing, materials after completing the work and clean f any filler material or other extraneous material
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2008/january-2008/workbook/sp4570000.pdf?sfvrsn=77c89cf8_04550510DB.FHWA
Re: StateSpecifications and Estimates Office Section 455 (for Design Build) Proposed S p e c i f i c a t i o n : 4 5 5 0 5 1 0 D B S t r u c t u r e s F o u n d a t i o n s ( D e s i g n B u i l 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 / ft Attachment cc, Static Load Testing 2 0.65 0.70 Statnamic Load Testing 2 0.60 0.65 Uplift Skin F r i c t i
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/fhwa/4550510db.fhwa.pdf?sfvrsn=aa828047_0SP0090103SLLS
in payment on the unit prices as shown in Table 9-2. Table 9-2 Item Description Unit UnitPrice 9-2.2.2 F, of Contract amount earned by more than 15%. Contract a m o u n t i s d e f i n e d a s t h e o r i g i n, provisions. (f) The Contractor has furnished all required mill tests and analysis reports, e s t o a n a g e n c y s h o u l d b e a w a r e o f t h e f o l l o w i n g t i me frames: Upon
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/sp0090103slls.pdf?sfvrsn=984ed3c0_0SP7440000
in the Contract Documents; (b) Voltage at maximum power greater than 16.5v at 77º F ; (c) Current at maximum power greater than 2.85 A at 77º F ; (d) Photovoltaic modules constructed of mono or poly-crystalline cells; (e) Capable of multiple arrays and series or parallel wiring configurations, (f, or less, (e) Operating temperature range of -68 to 122º F, and (f) Approximate overall dimensions
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/sp7440000.pdf?sfvrsn=d29d05e5_00070800.FHWA2
: OfficeofDesign, Specifications Section 007 Proposed S p e c i f i c a t i o n : 0 0 7 0 8 0 0 L e g, a t u r e o n f i l e V . Y . “ T r e y ” T i l l a n d e r , I I I , P . E . Manager, S t a t e S p e c i f i c a t i o n s a n d E s t i mates O f f i c e TT/dt Attachment cc
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/fhwa/0070800.fhwa2.pdf?sfvrsn=2fcbfce9_0SP7410000
) Sensor Element Material Pressure sensing piezoelectric Pavement Operating Temperature 0°F to +150°F Output Signal Minimum +200mV for passenger/pickup truck axle @ 70°F with less than 10, (Ambient) 0°F to 140°F Operating Frequency Wireless transmission in FCC approved band
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2013/january-2013/workbook/sp7410000.pdf?sfvrsn=8a26eb13_0