9038 search results for f
D4570001.DO
to furnish a durable, corrosion resistant pile protection system. 457-2 Materials. 457-2.1 F o r ms: Use, of Elasticity (ASTM D 790) 700,000psiminimum (e) IZOD Impact (ASTM D 256) 15lb/inchminimum (unnotched) (f, minimum (e) IZOD Impact (ASTM D 256) 2.6kN/m minimum (unnotched) (f) Barcol Hardness (ASTM D 2583, F, except that loss on ignition shall not exceed 4%. Beforemixing any grout, submit the design mix
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2004/january-2004/workbook/d4570001.do.pdf?sfvrsn=70e8098d_0D9260001.do
for cement concrete. E Afluidepoxy for crack injection in the repair of old structures. F F-1
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2004/january-2004/workbook/d9260001.do.pdf?sfvrsn=51975859_0D9260001.do
for cement concrete. E Afluidepoxy for crack injection in the repair of old structures. F F-1
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2004/january-2004/workbook/d9260001.doc7707797761a4cd1adae2e29dc44bb68.pdf?sfvrsn=4a45bb01_0D4500041.do
450 MATERIALACCEPTANCEANDTESTING-CONCRETE. (REV5-2-03)(FA6-19-03)(1-04) SUBARTICLE450-4.1(Page420)isdeletedandthefollowingsubstituted: 450-4.1 C o n c r e t e : P e r f o r m the QC sampling and testing of concrete in accordance with the requirements of Section 346, except as modified herein. When the maximum nominal size of the aggregate in the concrete mix does not exceed 1 inch [25 mm], 4 x 8 inch [100 x 200 mm] test cylinders may be used for compressive strength tests of concrete
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2004/january-2004/workbook/d4500041.dodcaf606267884c2ba73f1d14e700f021.pdf?sfvrsn=11e34612_0D162A000.do
at no cost to the Department. 162A-3.2 S p r e a d i n g : U n i f o r mly spread the necessary material
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2004/january-2004/workbook/d162a000.do.pdf?sfvrsn=9750165c_0D4500041.do
450 MATERIALACCEPTANCEANDTESTING-CONCRETE. (REV5-2-03)(FA6-19-03)(1-04) SUBARTICLE450-4.1(Page420)isdeletedandthefollowingsubstituted: 450-4.1 C o n c r e t e : P e r f o r m the QC sampling and testing of concrete in accordance with the requirements of Section 346, except as modified herein. When the maximum nominal size of the aggregate in the concrete mix does not exceed 1 inch [25 mm], 4 x 8 inch [100 x 200 mm] test cylinders may be used for compressive strength tests of concrete
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2004/january-2004/workbook/d4500041.do.pdf?sfvrsn=7f41e4ae_0D1040005.do
)Monitoringschedulesformaintenance of erosion control devices (e)Methodsofmaintaining erosion control devices (f)Containment, Subarticle: 104-6.4.13 Artificial Coverings: General: I n s t a l l a r t i f i c i a l c o v e r i n g, when construction resumes. (2) U s e a r t i f i c i a l c o v e r i n g s a s e r o s i o n c o n t r o l b l a n k e t s , a t l o c a t i o n s s h o w n i n t h e p l a n s , t o f a c i l i t
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2004/january-2004/workbook/d1040005.do819ee6a25dd84cac9f5e709f2c0697e7.pdf?sfvrsn=d8ec4b5f_09380200.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 3 8 0 2 0 0 D u c t F i l l e r f o r P o s t - T e n s i o n e d S t r u c t u r e s . Inaccordance with Specification
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/internal/9380200.origind.pdf?sfvrsn=33aa6a28_06820202.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 : 6 8 2 0 2 0 2 V i d e o E, is deleted and the following substituted: 682-2.2.8 E l e c t r i c a l S p e c i f i c a t i o n s : P r o, e d u r e s f o r t h e e q u i p ment installed, as determined by the equipment manufacturers
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/internal/6820202.origind.pdf?sfvrsn=5beca3f3_06770201.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 : 6 7 7 0 2 0 1 E q u i p, (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. SUBARTICLE 677-4.1 is deleted and the following
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/internal/6770201.origind.pdf?sfvrsn=2b26344d_04360000.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 3 6 0 0 0 0 T r e n c h, . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . A S T M D 6 7 8 3 F i b e r g l a s s, o v i d e s t e e l g r a t e s a n d s u p p o r t i n g f r ames that meet the requirements
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/internal/4360000.origind.pdf?sfvrsn=3d0a7dbf_04150502.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 5 0 5 0 2 R e i n f o, the concentrated load requirements of 415-5.13.1 within a working temperature range of 20 to 150°F
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/internal/4150502.origind.pdf?sfvrsn=6fce1075_09700000.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 : 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 nd
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/internal/9700000.origind.pdf?sfvrsn=9ec5f6d0_04130204.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 3 0 2 0 4 S e a l i n, : 413-2.4.2 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 : P r o v i d e S u b mit
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/internal/4130204.origind.pdf?sfvrsn=e351611c_05480100.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 4 8 0 1 0 0 R e t a i n, replaced with Type F fly ash is 10% to 20% by weight. 5480100 All Jobs 2.Thequantityofcement, . Examples of mix designs meeting this requirement are: 1. 8 % s i l i c a f u me plus 20% fly ash 2.10
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/internal/5480100.origind.pdf?sfvrsn=8d5a2aeb_04520607.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 5 2 0 6 0 7 P r e c a s, and closure operations and other required scheduling. 5. S t r e s s i n g f o r c e s a n d e l o n g a t i o n s f o r p o s t - t e n s i o n i n g . 6.Sequencingof filler injection operations
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/internal/4520607.origind.pdf?sfvrsn=fbd18af8_09190000.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 : 9 1 9 0 0 0 0 G r o u n d T i r e R u b b e r f o r U s e i n A s p h a l t R u b b e r B i n d e r . Inaccordance, a n d I d e n t i f i c a t i o n R e q u i r e m e n t s
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/internal/9190000.origind.pdf?sfvrsn=4d55e055_0162A000SP
at no cost to the Department. 162A-3.2 S p r e a d i n g : U n i f o r mly spread the necessary
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2005/january-2005/workbook/162a000sp.pdf?sfvrsn=61f10a93_05800000SS
i f i e d , minimum grade for all plants is Florida No. 1 or better. All plants must, as a minimum the following: Date o f i n s p e c t i o n D e s c r i p t i o n o f p r o j e c t L o c a t i o n o f i n s p e c t i o n W e a t h e r c o n d i t i o n s Conditionofplants
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2005/january-2005/workbook/5800000ss.pdf?sfvrsn=e0a3f414_00030900-816.FHWA
: StateSpecifications Office Section 003 Proposed S p e c i f i c a t i o n : 0 0 3 0 9 0 0 A ward, 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 / f t A t t a c
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/0030900-816.fhwa.pdf?sfvrsn=dec13576_2