9038 search results for f
0071201FGT.origind-Revised
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 2 0 1 F G T 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 t, in the performance of the construction Contract. The C o n t r a c t o r s h a l l I i n d e m n i f y a n d h o l d h a r m l e s s F l o r i d a Gas Transmission Company (FGT) from liabilities, damages, losses
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/internal/0071201fgt.origind-revised.pdf?sfvrsn=4ff2a6c4_04550502DB.origind
: DanielScheer,P.E.,StateSpecificationsEngineer SUBJECT:Proposed S p e c i f i c a t i o n : S P 4 5 5 0 5 0 2 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 ) . Inaccordance, : (a) G e n e r a l : U s e Wave E q u a t i o n A n a l y s i s f o r P i l e s ( WEAP) programs, described in 455-5.2.meets the requirements described in 455-5.2. (b) R e q u i r e d E q u i p ment F o, in the specifications based on satisfactory field performance. In t h e e v e n t p i l e s r e q u i r e d i f f
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/internal/4550502db.origind.pdf?sfvrsn=f23efb75_04550510.FHWA
: StateSpecifications Office Section 455 Proposed S p e c i f i c a t i o n : 4 5 5 0 5 1 0 S t r u c t u r e s F o u n d a t i o n s . D e a r M r . Nguyen: We are submitting, for your approval, 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/fhwa/4550510.fhwa.pdf?sfvrsn=9a36bafb_09380000.FHWA2
: StateSpecifications Office Section 938 Proposed S p e c i f i c a t i o n : 9 3 8 0 0 0 0 P o s, 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, methods conducted at normal laboratory temperature (65°F-7890°F) and conditions. Conduct all grout
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/fhwa/9380000.fhwa2.pdf?sfvrsn=547e7ef1_01050807.FHWA
: StateSpecifications Office Section 105 Proposed S p e c i f i c a t i o n : 1 0 5 0 8 0 7 C o n t r, . 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, construction types: 1. B a s c u l e S p a n s M o v e a ble bridges 2. , B B r i d g e s o f c o n v e
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/fhwa/1050807.fhwa.pdf?sfvrsn=1600b1c7_09380000.FHWA
: StateSpecifications Office Section 938 Proposed S p e c i f i c a t i o n : 9 3 8 0 0 0 0 P o s t, 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, standard and modified ASTM and FM test methods conducted at normal laboratory temperature (65°F-7890°F
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/fhwa/9380000.fhwa.pdf?sfvrsn=b832cbbc_04430100.FHWA
Re: StateSpecifications Office Section 443 Proposed S p e c i f i c a t i o n : 4 4 3 0 1 0 0 F r e, 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 Builders
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/fhwa/4430100.fhwa.pdf?sfvrsn=55cc20b6_09160000.impl
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) “V, * 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/implemented/9160000.impl.pdf?sfvrsn=d5406bb5_09750702.impl
fog, 95F, 0%- 90% Relative Humidity, 500 hours, alternating RH every 100 hours No melting
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/implemented/9750702.impl.pdf?sfvrsn=43bada4b_0SS4500401
in the plans. f. Ultimate strength of the structure with the proposed changes is not less than the ultimate
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2008/january-2008/workbook/ss4500401.pdf?sfvrsn=1d39c379_0SS4500401
in the plans. f. Ultimate strength of the structure with the proposed changes is not less than the ultimate
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2008/january-2008/workbook/ss4500401c94913b5aa4c459d8269701e4d5faffb.pdf?sfvrsn=ddb292a3_03000000.resp
on this.........."if the ambient surface temperature is less than ...... degrees F.....place tack". Response: In order
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/comments-responses/3000000.resp.pdf?sfvrsn=8add5688_01020509.origind
,StateSpecificationsEngineer SUBJECT: Proposed S p e c i f i c a t i o n : 1 0 2 0 5 0 9 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 a copy
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/internal/1020509.origind.pdf?sfvrsn=e9db8580_06800000.FHWA
32303 Re: StateSpecifications and Estimates Office Section 680 Proposed S p e c i f i c a t i o n, 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, . Price a n d P p a y m e n t w i l l b e f u l l c o mpensation for all work specified
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/fhwa/6800000.fhwa.pdf?sfvrsn=26d602e0_09930206.FHWA
requirements as identified in 23 CFR Table 5 Appendix to Part 655, Subpart F. 993-2.6.4, requirement of one-half of the hits at 32°F is waived. All hits shall be at 65°F or greater, 655, Subpart F. 993-2.6.4 Retroreflective Sheeting: The reflective sheeting shall be Type V white
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/fhwa/9930206.fhwa.pdf?sfvrsn=916c8823_00010200.FHWA
32303 Re: StateSpecifications and Estimates Office Section 001 Proposed S p e c i f i c a t i o n : 0 0 1 0 2 0 0 D e f i n i t i o n s a nd Terms. Dear Mr. Nguyen: We are submitting, for your, 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/fhwa/0010200.fhwa.pdf?sfvrsn=74fefb4d_04550502.impl
455 STRUCTURES F O U N D A T I O N S . (REV3-25-14)(FA4-9-14)(1-15) SUBARTICLE455-5.2.3isdeletedandthefollowingsubstituted: 455-5.2.3 H y d r a u l i c : Variable energy hydraulic hammers shall have at least three hydraulic control settings that provide for predictable energy or equivalent ram stroke. The shortest stroke shall be a maximum of 2 feet for the driving of concrete piles. The remaining strokes shall include full stroke and approximately halfway between minimum and maximum
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/implemented/4550502.impl.pdf?sfvrsn=e9e73a33_04710000.resp
with this Section” instead of drilling to deep into the Section numbers. Section 471-5, items e and f: “hollow
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/comments-responses/4710000.resp.pdf?sfvrsn=2b75bf16_09480107.comm
9480107 Miscellaneous Types of Pipe COMMENTS FROM INTERNAL/INDUSTRY REVIEW Douglas Holdener Rinker Materials Concrete Pipe Division Comment: (1-17-14) 1. Who (e.g., Contech) Designed the Cover Height Table for Steel-Ribbed Thermoplastic Pipe? Response: The changes in this specification deal with material issues. Your comment will be forwarded to the FDOT Roadway Design Office for their consideration. 2. Potential Design Risk to Contractors or CEIs per ASTM F 2562 Paragraph 6.2.1
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/comments-responses/9480107.comm.pdf?sfvrsn=d1addcd7_0SS7130100
the certification of quantities consists of the following: (a) C o n t r a c t N u mber, F P I D N
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss7130100.pdf?sfvrsn=fca8d4d1_0