9038 search results for f
008007ASP
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/2006/january-2006/workbook/008007asp.pdf?sfvrsn=89645cef_0SS9700133
970 RAISED R E T R O - R E F L E C T I V E P A V E MENT MARKERS-IN-SERVICE MINIMUMREFLECTIVEINTENSITY. (REV5-2-06)(FA7-24-06)(1-07) SUBARTICLE970-1.3.3(Page861)isdeletedandthefollowingsubstituted: 970-1.3.3In-serviceMinimumReflectiveIntensity: The Class B reflective pavement marker shall retain a minimum coefficient of luminous intensity for 18 months of not less than 30% of the values shown in Table 1 of ASTM D 4280, and a minimum luminous intensity of 0.2 cd/fc at the end of two
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2007/january-2007/workbook/ss970013316e4b8f546084f058fed9117e53e6d60.pdf?sfvrsn=c36f0778_0SS9700133
970 RAISED R E T R O - R E F L E C T I V E P A V E MENT MARKERS-IN-SERVICE MINIMUMREFLECTIVEINTENSITY. (REV5-2-06)(FA7-24-06)(1-07) SUBARTICLE970-1.3.3(Page861)isdeletedandthefollowingsubstituted: 970-1.3.3In-serviceMinimumReflectiveIntensity: The Class B reflective pavement marker shall retain a minimum coefficient of luminous intensity for 18 months of not less than 30% of the values shown in Table 1 of ASTM D 4280, and a minimum luminous intensity of 0.2 cd/fc at the end of two
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2007/january-2007/workbook/ss9700133.pdf?sfvrsn=eb023a8_0SP0080701AB
COMPUTATION OF CONTRACT TIME. (REV 7-24-96) (FA 9-3-96) (7-00) SUBARTICLE 8-7.1 (Page 85) 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/2007/january-2007/workbook/sp0080701ab.pdf?sfvrsn=557cb96d_00071105FGT.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 7 1 1 0 5 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, Contractor’s Responsibilities: 7-11.5.5.2.1 F G T F a c i l i t i e s : W a i v e a n y a n d a l l c l a i m s f o r r e l i e f , w h e t h e r i n c o n t r a c t , t o r t o r o t h e r w i s e , a g a i n s t F G T a r i s i n g o u t o f t h e B u y A m e r i c a r e q u i r e m e n t s s e t f o
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/internal/0071105fgt.origind.pdf?sfvrsn=f94ea2ed_04550101.comm
4550101 STRUCTURES FOUNDATIONS COMMENTS FROM INTERNAL/INDUSTRY REVIEW Juan F. Castellanos FDOT 850 414 4276 Comments: (6-5-15 from Internal Review) I think to be consistent with 108, the word protection should be maintained. Section 108 says that Contractor should preserve property in accordance with 7-11 and also to use methods to protect property: these are protection activities. If we only say monitoring in 455, a wise contractor may argue that the intent of 455 is just
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/comments-responses/4550101.comm.pdf?sfvrsn=9a539219_00010200.comm
0010200 DEFINITIONS AND TERMS COMMENTS FROM INTERNAL/INDUSTRY REVIEW Trey Tillander 414-4140 trey.tillander@dot.state.fl.us Comment: (4-21-14) You can also remove the MSTCSD abbreviation from 1 ‐ 2 assuming there will not be any references to the MSTCSD beginning January 2015. Response: ****************************************************************************** Duane F. Brautigam 414-417 duane.brautigam@dot.state.fl.us Comment: (5-5-14) NRTL is an OSHA designation. Do we
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/comments-responses/0010200.comm.pdf?sfvrsn=e74e8a4d_0SP0080701AB
COMPUTATION OF CONTRACT TIME. (REV 7-24-96) (FA 9-3-96) (7-00) SUBARTICLE 8-7.1 (Page 85) 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/2009/january-2009/workbook/sp0080701abdd313a481adf494895f5ff452140ee34.pdf?sfvrsn=fe2f29b1_0SP0080701AB
COMPUTATION OF CONTRACT TIME. (REV 7-24-96) (FA 9-3-96) (7-00) SUBARTICLE 8-7.1 (Page 85) 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/2009/january-2009/workbook/sp0080701ab.pdf?sfvrsn=d8965437_0SP0080701AB
COMPUTATION OF CONTRACT TIME. (REV 7-24-96) (FA 9-3-96) (1-10) SUBARTICLE 8-7.1 (Page 87) 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/2010/january-2010/workbook/sp0080701ab.pdf?sfvrsn=3a9a47a7_0SS9620102
962 STRUCTURALSTEELANDMISCELLANEOUSMETALITEMS (OTHER THAN A LUMINUM). (REV6-26-09)(FA7-10-09)(1-10) SUBARTICLE962-1.2(Page914)isdeletedandthefollowingsubstituted: 962-1.2 T e s t i n g : F o r s t r u c t u r a l s t e e l s u b j e c t e d t o t e n s i l e s t r e s s u s e d f o r main, and fracture critical tension components for Zone 1. Minimum Average energy shall be: 15 ft-lbf at 70 ° F (non-fracture critical); or 25 ft-lbf at 70 ° F (fracture critical)
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2010/january-2010/workbook/ss9620102.pdf?sfvrsn=f6a0e94c_04150200.FHWA
Re: StateSpecifications and Estimates Office Section 415 Proposed S p e c i f i c a t i o n : 4 1 5 0 2 0 0 R e i n f o r c i n g S t e e l . D e a r M r . T h o mpson: We are submitting, for your, e S p e c i f i c a t i o ns E n g i n e e r D S / c a h A t t a c h ment cc, . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9 3 1 - 1 . 1 F a b r i c W e lded Wire Reinforcement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/fhwa/4150200.fhwa.pdf?sfvrsn=dce5058f_020151029_ExecDirectorsReportGovBD-pres
Executive Director’s Report M P OAC Governing Board Meeting October 29, 2015 Orlando, FL Budget Report Federal Transportation Legislation ? ? ? ? ? ? ? ? ? ? ? ? ? USDOT Office of Inspector General Audit N o t i f i cation at this point – No surprises OIG visited Florida in June – first of several states Some form of written report – January 2016 Unique nature of Florida Financial Controls Stay Tu n e d
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/mpoac_website/meetings/2015/20151029_execdirectorsreportgovbd-pres.pdf?sfvrsn=ec2ba50c_1fineaggsamples
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 Instructions for Testing and Reporting Fine Aggregate Proficiency Sample (Instructions Revision Date: February 1, 2019) 1. Perform the following tests: FM1-T011, AASHTO T27, and FM1-T084. All tests should be conducted on each sample according to the AASHTO or FSTM Standard Test Methods
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/quality/programs/independentassurance/profsampleprogram/profsampleinstructions/fineaggsamples.pdf?sfvrsn=a14dc1bd_9lbrsamples
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 INSTRUCTIONS FOR THE MODIFIED PROCTOR / LBR PROFICIENCY SAMPLE (Instructions Revision Date: February 1, 2019) Test the sample in accordance with Florida Method of Test for Limerock Bearing Ratio Designation – FM 5-515 Follow the instructions in the test procedure FM5-515 for base material
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/quality/programs/independentassurance/profsampleprogram/profsampleinstructions/lbrsamples.pdf?sfvrsn=452738fd_9soilclassificationssamples
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 INSTRUCTIONS FOR PREPARING SOIL CLASSIFICATION PROFICIENCY SAMPLES (AASHTO R-58, T-88, T-89, T-90) (Instructions Revision Date: February 1, 2019) 1. Prepare sample materials in accordance with AASHTO R-58. 2. From prepared sample, split sub-sample for testing in accordance with AASHTO T-88
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/quality/programs/independentassurance/profsampleprogram/profsampleinstructions/soilclassificationssamples.pdf?sfvrsn=af1b86c_9Exhibit 913-1 Redlines
. 0 2 G R A D E P O I N T P R O F I L E 1 : 6 2 ' M I N . N A T U R A L G R O U N D N A T, A T I O N O F O P T I O N A L B A S E M A T E R I A L T H I S A R E A M A Y B E C O N S T R U C T, T . S H L D R . 5 ' T U R F 4 " 4 " 4 " 0 . 0 2 0 . 0 6 D A T E D E S C R I P T I O N R E V I S I O N S D A T E D E S C R I P T I O N N O . S H E E T S T A T E O F F L O R I D A D E P A R T M E N T O F T R A N S P O R T A T I O N R O A D N O . F I N A N C I A L P R O J E C
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/review/exhibit-913-1-redlines.pdf?sfvrsn=948d6602_2SR72-PDE_PH_ProjectFunding
FDOT Adopte d 5 - Ye ar Wo r k P ro gram July 1, 2025 to June 30, 2030 PD&E Ongoing Design Fiscal Ye ar 2026 Right-of-Way Acquisition Not Funded Construction Not Funded PROJECT F U N D I N G Public Hearing June 26, 2025 FPID: 444634-1
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26123/sr72-pde_ph_projectfunding.pdf?sfvrsn=69636cd5_1419772-3 Industry Forum Invite
I-95 at U.S. 1 Interchange I-95 at U.S. 1 Interchange I N D U S T R Y F O R U M Thursday, October 2, 2025 Join us to learn more about the upcoming Modified Phased Design Build opportunity FPID No. 419772-3 719 S. Woodland Blvd., DeLand, FL 32720 Cypress Conference Rooms 3:30 - 4:30 p.m. For more information, contact Kathleen.Enot@dot.state.fl.us
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd5/documents/419772-3-industry-forum-invite.pdf?sfvrsn=2eb0250f_1Exhibit 910-5
F O R P A D I R O L F 2022.07.14 17:06:51 - 4'00' Luke S. Walker SHEET DESCRIPTION SHEET, _ D o c s \ F D M \ F D M _ 9 0 0 _ E x h i b i t _ M a s t e r
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/exhibit-910-5.pdf?sfvrsn=9c5ddd69_1