9038 search results for f
20230901_446011-1_SR-5_90010
N L1 Y 1.10 11.30 12.40 24.0 F .20 O 1.10 2 1.344 N R1 Y 1.40 1.50 2.90 18.0 F .20 O 1.20 LIMESTONE BELOW BASE LT 3 1.365 N L1 Y 1.40 1.40 8.90 11.70 24.0 F .20 O 2.20 4 1.559 N L1 Y 1.30 1.00 1.90 1.60 9.60 15.40 F .20 O 1.40 LIMESTONE BELOW ASPHALT 5 1.749 N R1 Y 1.70 1.50 1.70 1.40 8.50 14.80 F .20 O 1.60 LIMESTONE BELOW ASPHALT 6 1.933 N L1 Y 1.60 1.90 2.00 1.90 4.20 11.60 F .20 O 1.60 LIMESTONE BELOW ASPHALT 7 2.119 N R1 Y 1.90 2.20 1.50 1.10 7.60 14.30 F .20 O 1.00 LIMESTONE BELOW
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d6/90/20230901_446011-1_sr-5_90010.pdf?sfvrsn=86f4b0e_1MFF Project Sheets_No Const Year_09152023_12
01/31/2023 Subject to change. Listed alphabetically by county. I n f rastructure Initiative 12 I-4 from Champions Gate to Osceola Pkwy. R o n a l d R e a g an P k w y 4 4 4 ORANGE CO. OSCEOLA CO. POLK CO. BAY LAKE KISSIMMEE LAKE BUENA VISTA 417 600 535 429 536, r u c t i o n o f e x i s t i n g i n t e r c h a n g e s i s a l s o p a r t o f t h i s p r o j e c t . F o r a d d i t i o n a l p r o j e c t d e t a i l s , p l e a s e v i s i t h t t p s
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/communications/mff---01-31-23/09152023-update/mff-project-sheets_no-const-year_09152023_12.pdf?sfvrsn=c6b4f16d_1MFF_#12_I-4 from ChampionsGate to Osceola Pkwy_21Sep2023
09/22/2023 Subject to change. Listed alphabetically by county. I n f rastructure Initiative 12 I-4 from ChampionsGate to Osceola Pkwy. R o n a l d R e a g an P k w y 4 4 4 ORANGE CO. OSCEOLA CO. POLK CO. BAY LAKE KISSIMMEE LAKE BUENA VISTA 417 600 535 429 536, Parkway. R e c o n s t r u c t i o n o f e x i s t i n g i n t e r c h a n g e s i s a l s o p a r t o f t h i s p r o j e c t . F o r a d d i t i o n a l p r o j e c t d e t a i l s , p l e a s e
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/communications/mff---01-31-23/project-sheets/mff_-12_i-4-from-championsgate-to-osceola-pkwy_21sep2023.pdf?sfvrsn=c94d2ac1_1rsefinal_pre072202_082020
F F l l o o r r i i d d a a D D e e p p a a r r t t m m e e n n t t o o f f T T R R A A N N S S P P O O R R T T A A T T I I O O N N MAC Sample Finalization October 27, 2023 Rolling Straightedge (Material ID 330 – Contracts let before 07/01/2020) QC Sample A. Check to see that the following sample header information is accurate: FDOT sample number Date Sample Taken B. Check the following test data: Date Tested
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/mac/training/smplfinalguide/rsefinal_pre072202_082020.pdf?sfvrsn=e66e7c30_3rsefinal_post072202_082020
F F l l o o r r i i d d a a D D e e p p a a r r t t m m e e n n t t o o f f T T R R A A N N S S P P O O R R T T A A T T I I O O N N MAC Sample Finalization October 27, 2023 Rolling Straightedge (Material ID 330 – Contracts let on or after 07/01/2020) QC Sample A. Check to see that the following sample header information is accurate: Witnessed By Company of the VT is correct FDOT sample number Date Sample Taken B
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/mac/training/smplfinalguide/rsefinal_post072202_082020.pdf?sfvrsn=1487b315_320211012_441143-2_SR 526_75030
crack -- center of lane (Howard Middle School) 8 2.165 8.0 L3 0.7 2.3 3.0 LR -3.0 – – – – F Just, – – – – F Take core & photo where asphalt meets gutter pan, Surface Treatment Layer disintigrated, – – – – F Take core & photo where asphalt meets gutter pan Type II Layer contains shell 13 1.490 2.5 L2 X 1.1 1.0 1.2 3.3 PCC – – – – – F Transverse and Branch crack, Avoided Duct Bank, 1.358 2.5 L2 X 1.3 1.5 0.6 0.8 4.2 Brick -4.2 – – – – F Transverse and Longitudinal crack -- RWP
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d5/75/20211012_441143-2_sr-526_75030f6bd1ad8-2b5b-4f37-a622-88e81c09ce5c.pdf?sfvrsn=71b449b5_1acknowledgeaccess
F F l l o o r r i i d d a a D D e e p p a a r r t t m m e e n n t t o o f f T T R R A A N N S S P P O O R R T T A A T T I I O O N N MAC Quick Sheet Acknowledge Access Granted to your Company September 9, 2024 Companies who hire another company to perform data entry can grant access to the samples in their laboratories by creating a Grant Access Request. The company being granted access must acknowledge the access has been
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/mac/access/grantaccess/acknowledgeaccess.pdf?sfvrsn=bc171996_3ERS102020
F F l l o o r r i i d d a a D D e e p p a a r r t t m m e e n n t t o o f f T T R R A A N N S S P P O O R R T T A A T T I I O O N N MAC Sample Finalization January 25, 2022 Earthwork Records System (ERS) Materials (Material IDs 120, 145, 160, 200 and 548) FM 1-T 238 Nuclear Density A. Check to see that the following sample header is accurate: Material (i.e., 120 for Embankment) Test Number (FDOT Sample
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/mac/training/ers/pa-ers/ers102020.pdf?sfvrsn=a53796ad_320241112_449681-1_No SR_12900
3.0 4.5 14.5 12.0 1.5 C IB M F 3 0.000 TL LR N 1.0 2.3 3.3 13.5 12.0 F 4 0.000 CO CO N 1.1 2.8 3.9 15.0 12.0 F CROSSOVER ON OAKWILDE BLVD AVERAGE 1.18 2.63 3.80 14.25 12.00 2.50 MAX 1.50 3.00 4.50, : Pavement Condition G - Good F - Fair P - Poor CO - Crossover TL - Turn Lane ML - Mainline R1 - 1st, IB L F WILLIAMS RD 2 0.000 ML R1 N 1.0 3.0 4.0 9.0 12.0 F IN ROUND A BOUT @ WILLIAMS RD 3 0.000 ML R1 Y 1.5 2.5 4.0 9.5 12.0 F IN ROUND A BOUT @ WILLIAMS RD 4 0.000 ML R1 Y 1.2 2.0 3.2 11.5
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/12/20241112_449681-1_no-sr_12900.pdf?sfvrsn=7db352e6_1SP0080701AB
COMPUTATION OF CONTRACT TIME. (REV 7-24-96) (FA 9-3-96) (1-16) SUBARTICLE 8-7.1 is deleted and the following substituted: 8-7.1 G e n e r a l : P e r f o r m all work in accordance with the Contract Documents, within the number of calendar days submitted in the proposal, or as may be extended in accordance with the provisions herein below
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/workbook/sp0080701ab.pdf?sfvrsn=188a848c_23370202.impl
337 ASPHALT C O N C R E T E F R I C T I O N C O U R S E S . (REV5-6-16)(FA6-20-16)(1-17) SUBARTICLE337-2.2isdeletedandthefollowingsubstituted: 337-2.2AsphaltBinder:Meettherequirements of Section 916, and any additional requirements or modifications specified herein for the various mixtures
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/review/implemented/3370202.impl.pdf?sfvrsn=5ada07e2_0D7100041
PAINTING TRAFFIC STRIPES. (REV 7-25-01) (1-02) SUBARTICLE 710-4.1 (Page 780) is expanded by the following: Reapplyallfinaltrafficstripes and markings a minimum of 14 days after first application but prior to final acceptance of the project. ARTICLE 710-8 (Page 782) is expanded by the following: (7) R e - a p p l i c a t i o n a s s p e c i f i e d i n ( 1 ) t h r o u g h ( 6 )
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2002/january-2002/workbook/d7100041.pdf?sfvrsn=29513f7e_0D008007A.DO
COMPUTATION OF CONTRACT TIME. (REV 7-24-96) (FA 9-3-96) (7-00) SUBARTICLE 8-7.1 (Page 78) is deleted and the following substituted: 8-7.1 G e n e r a l : P e r f o r m all work in accordance with the Contract Documents, within the number of calendar days submitted in the proposal, or as may be extended in accordance with the provisions hereinbelow
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d008007a.do.pdf?sfvrsn=382b5268_0D0070017.do
007 LAWSTOBEOBSERVED. (REV10-5-99)(FA10-8-99)(7-00) ARTICLE7-1(Pages54-57)isexpandedbythefollowingnewSubarticle: 7-1.8CompliancewithSection4(f)oftheUSDOTAct:Section4(f)oftheUSDOTAct prohibitstheU.S.Secretary of Transportation from approving a project which requires the use of publicly owned, justification for use of Section 4(f) property that is sufficient for the Florida Department of Transportation and the Federal Highway Administration to make a Section 4(f) determination. Provide
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d0070017.do.pdf?sfvrsn=b44fe11f_0D008007A.DO
COMPUTATION OF CONTRACT TIME. (REV 7-24-96) (FA 9-3-96) (7-00) SUBARTICLE 8-7.1 (Page 79) is deleted and the following substituted: 8-7.1 G e n e r a l : P e r f o r m all work in accordance with the Contract Documents, within the number of calendar days submitted in the proposal, or as may be extended in accordance with the provisions herein below
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2004/january-2004/workbook/d008007a.do.pdf?sfvrsn=b399c504_0D4000572.do
400 CONCRETESTRUCTURES–MATERIALS. (REV4-22-03)(FA5-15-03)(1-04) SUBARTICLE400-5.7.2(Page338)isdeletedandthefollowingsubstituted: 400-5.7.2 M a t e r i a l s : F a b r i c a t e p e r manent stay-in-place metal forms and supports from steel meeting the requirements of ASTM A 653 [ASTM A 653M] having a coating designation G165 [Z500]. Do not use form materials that are less than 22 gauge [0.7925 mm] in thickness
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2004/january-2004/workbook/d4000572.do6629ec08232e416fbfb8d81987336b42.pdf?sfvrsn=9893438d_0D4000572.do
400 CONCRETESTRUCTURES–MATERIALS. (REV4-22-03)(FA5-15-03)(1-04) SUBARTICLE400-5.7.2(Page338)isdeletedandthefollowingsubstituted: 400-5.7.2 M a t e r i a l s : F a b r i c a t e p e r manent stay-in-place metal forms and supports from steel meeting the requirements of ASTM A 653 [ASTM A 653M] having a coating designation G165 [Z500]. Do not use form materials that are less than 22 gauge [0.7925 mm] in thickness
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2004/january-2004/workbook/d4000572.do.pdf?sfvrsn=5ebd31d7_03340102.FHWA
: StateSpecifications Office Section 334 Proposed S p e c i f i c a t i o n : 3 3 4 0 1 0 2 S u p, change, please call me at 414-4140. Sincerely, S i g n a t u r e o n f i l e M a r k Wilson, P . E . A c t i n g M a n a g e r , P r o g r a m M a n a g e m e n t O f f i c e M W/dt Attachment cc
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/3340102.fhwa.pdf?sfvrsn=6f826039_04700100SS
470 TIMBER S T R U C T U R E S . (REV4-28-05)(FA8-18-05)(1-06) ARTICLE470-10(Page559)isdeletedandthefollowing substituted: 470-10 Railings. Construct r a i l i n g s o f t r e a t e d d r e s s e d l u mber
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/4700100ss11212324728f45f795e8a7ed44ec9494.pdf?sfvrsn=1232e0d_04700100SS
470 TIMBER S T R U C T U R E S . (REV4-28-05)(FA8-18-05)(1-06) ARTICLE470-10(Page559)isdeletedandthefollowing substituted: 470-10 Railings. Construct r a i l i n g s o f t r e a t e d d r e s s e d l u mber
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/4700100ss.pdf?sfvrsn=d63a9c01_0