9042 search results for f
20220426_432332-1_SR 19_11170
III S F 2 0.419 1.5 OR 1.5 2.0 0.5 9.5 ABC 5.5 - - - - F 3 0.546 6.7 RRTL X 1.8 1.8 3.6 LR 11.1 - - - - F 4 0.945 6.0 RLTL 1.5 1.5 1.4 0.9 0.6 5.9 LR 5.9 - - - - F Unbonded at 4.3" 5 1.104 7.5 R1 X 1.5 1.3 0.7 2.0 0.5 6.0 LR 5.1 B BR III S F Unbonded at 3.0" 6 1.747 8.8 R1 X 1.5 1.8 0.7 3.1 7.1 LR 7.3 B BR III S P Unbonded at 2.3" 7 1.747 1.1 OR 1.6 1.7 2.2 5.5 LR 6.7 - - - - F 8 2.371 6.9 R1 X 2.0 0.8 1.1 2.1 1.0 7.0 LR 6.4 B BR III S P 9 2.371 1.4 OR 2.0 1.0 7.0 ABC 4.0 - - - - F 10
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d5/11/20220426_432332-1_sr-19_11170.pdf?sfvrsn=5e1e371e_1MFF Project Sheets_No Const Year_09152023_04
01/31/2023 Subject to change. Listed alphabetically by county. I n f rastructure Initiative 4 I-75 from Golden Gate Pkwy. to Corkscrew Rd. G u l f o f M e x i c o 75 75 LEE CO. COLLIER CO. ESTERO BONITA SPRINGS FORT MYERS BEACH NAPLES 84 45 45 41 41 Corkscrew Rd. Golden Gate Pkwy. REGION Southwest Florida PROJECT LIMITS Interstate 75 (I-75) from Golden Gate Parkway to Corkscrew Road FUNDING $578 Million PROJECT DESCRIPTION This project will provide
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/communications/mff---01-31-23/09152023-update/mff-project-sheets_no-const-year_09152023_04.pdf?sfvrsn=7957edeb_120231211_449400-1_SR 54_14090
T I O N COMMENTS 1 9.336 ML R3 Y 1.7 3.0 4.7 13.0 15.0 F 4 10.178 ML R3 N 1.9 3.2 5.1 12.0 12.0 F 6 11.025 ML R3 Y 1.8 3.3 5.1 13.0 2.8 B I M F 8 11.805 ML R2 Y 4.7 4.7 13.0 G 9 11.517 ML L3 Y 1.7 3.3 5.0 13.0 2.5 B I M F 12 10.689 ML L3 Y 1.5 3.3 4.8 13.0 1.7 A I M F 13 10.534 ML L3 Y 1.3 3.1 4.4 12.0 3.0 B I M F 15 9.846 ML L3 N 1.6 2.9 4.5 14.0 F 18 9.546 ML R2 Y 1.5 3.0 4.5 12.5 2.9 A II S F 19 10.467 ML R2 N 1.8 2.7 4.5 13.5 F 20 11.306 ML R2 N 1.5 2.9 4.4 14.0 F 21 11.866
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d7/14/20231211_449400-1_sr-54_14090.pdf?sfvrsn=56182d53_120240612_209697-5_SR13_72160
Date 1 of 1 F C 1 2 . 5 S P 1 2 . 5 T - 2 T - 1 T - 2 S T D e p t h, 13.317 L1 O 1.72.12.1 5.9 SSG 1.7 B II L F 7 13.252 L1 O 1.42.4 3.8 BRCK 3.8 B II M P 9 12.859, 1.43.5 4.9ABC=10.5 F 6 13.317OL N 1.45.0 6.4ABC=7.2 F 10 12.859OLO 1.53.4 4.9ABC=7.7 F 12 12.859OR N 1.61.8 3.4ABC=6.5 F 18 13.469OR N 1.72.9 4.6ABC=4.0 F 8 13.020LTON 2.12.5 4.6ABC=2.0 F 16 13.412RTON 2.4 1.0 3.4 LR 1.7 B II L F 14 12.974CTLN 1.71.8 3.5ABC=11.2 F 20 13.630CTLN
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d2/72/20240612_209697-5_sr13_72160.pdf?sfvrsn=59ff392f_1F9103 LED Lighting Replacement Bid Q&A 3
at https://www. f d o t . g o v / c o n t r a t s / l e t t i n g s / f c o / f c o . s h t m Q u
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/fco/f9103/f9103-led-lighting-replacement-bid-q-a-3.pdf?sfvrsn=3531630_1D5360002
536 GUARDRAIL-CERTIFICATION. (REV5-2-01)(FA6-14-01)(1-02) ARTICLE536-2(Pages666-668)isexpandedbythefollowing: 536-2.6 C e r t i f i c a t i o n : Provide the Engineer a certification from the manufacturer confirming that all materials (timber or steel posts, anchor and offset blocks, reflector elements, and all other accessories) meet the requirements of this Section, Section 6, Standards and Specifications. Acceptance o f f u r n i s h e d material will be based on the Certificate
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2002/january-2002/workbook/d5360002.pdf?sfvrsn=8280528b_0D5500003
550 FENCING - CERTIFICATION. (REV5-2-01)(FA6-14-01)(1-02) ARTICLE550-3(Page682)isexpandedbythefollowing: 550-3.6 C e r t i f i c a t i o n : Provide the Engineer certified test reports from the manufacturer confirming that all materials (posts, braces, fabric and all other accessories) conform to the requirements of this Section, Section 6 and the Roadway and Traffic Design Standards, and construction practices comply with the applicable Design Standards and Specifications. Acceptance o f f
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2002/january-2002/workbook/d5500003.pdf?sfvrsn=bbccd57_0Exhibit 913-8 Redlines
2 C : \ W o r k s e t s \ F D O T \ 1 2 3 4 5 6 1 5 2 0 1 \ R o a d, , P.E. T H E O F F I C I A L R E C O R D O F T H I S S H E E T I S T H E E L E C T R O N I C F I L E D I G I T A L L Y S I G N E D A N D S E A L E D U N D E R R U L E 6 1 G 1 5 - 2 3 . 0 0 4 , F . A . C, 0 . 0 6 L I M I T S O F C O N S T R U C T I O N L I M I T S O F C O N S T R U C T I O N T Y P
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/review/exhibit-913-8-redlines.pdf?sfvrsn=f195edd4_1102-120FHWA-Approved
Pavement for Roadside Safety Low Profile Barrier Portable Temporary 6 ' - 0 " O f f s e t, a f f i c F a c e 1 ' - 6 " T r a f f i c F a c e 2'-3" 1" Tension Link, ' - 0 " O f f s e t V a r i e s Object Marker is 18" Height to Bottom of Type 1 D, " 1" 1 ' - 6 " T r a f f i c F a c e 1 ' - 6 " T r a f f i c F a c e, END BEVELED FACE MALE END END VIEWS A P P R O V E D D R A F T
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2027/102-120fhwa-approved.pdf?sfvrsn=860f0896_120240520_213469-3_SR9_74160
h T y p e C l a s s E x t e n t 1 2.828 R1N 0.9 4.5 5.4 LR F 2 3.019 R1 I 1.0 5.4 6.4 LR F 3 3.500 R1 I 1.0 4.9 5.9 LR=11.6" F 4 4.000 R1 I 1.0 5.0 6.0 LR F 5 4.500 R1N 0.9 5.3 6.2 LR F 6 5.000 R1 I 0.9 5.2 6.1 LR F 7 5.500 R1N 1.1 5.5 6.6 LR F 8 6.000 R1O 1.1 5.7 6.8 LR F 9 6.500 R1 I 0.8 4.6 5.4 LR=12.8" F 107.000 R1O 0.8 5.3 6.1 LR F 117.500 R1N 0.9 5.4 6.3 LR F 128.000 R1 I 0.8 4.8 5.6 LR F 138.500 R1 I 0.9 5.4 6.3 LR F 149.000 R1N 1.2 4.7 5.9 LR F 159.578 R1N
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d2/74/20240520_213469-3_sr9_74160.pdf?sfvrsn=f98b0589_120250211_450336-1_SR 600_10150
N T C O N D I T I O N COMMENTS 1 11.604 ML R3 Y 0.9 1.5 0.9 3.3 12.0 3.3 B III M F 2 11.606 ML L3 Y 1.3 1.6 1.1 4.0 12.0 14.0 4.0 A III L F 3 11.646 ML R1 Y 0.9 1.5 1.1 3.5 13.3 3.5 B II M F 9 11.723 ML L1 Y 0.7 1.5 1.8 4.0 11.0 4.0 C III S F 10 11.742 ML R2 Y 1.3 1.2 0.9 3.4 12.1 3.4 C II L F 11 11.755 ML L2 Y 2.3 1.2 3.5 12.0 F Patch. 13 11.788 ML R3 Y 0.6 1.0 1.9 3.5 15.3, at 2". 15 11.817 ML R1 N 1.0 1.0 1.8 3.8 14.2 2.6 C III S F 16 11.841 ML L1 N 0.8 1.0 2.2 4.0 12.5
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d7/10/20250211_450336-1_sr-600_10150.pdf?sfvrsn=fe743ed0_120240317_449163-1_SR-9_94001
S1 LR STAB 1 11.987 Y R1 Y .80 1.80 1.20 1.40 4.20 9.40 10.0 9.0 F .10 4.20 SG:LIGHT BROWN SAND W/L 2 11.973 Y IR N 1.60 1.40 3.00 3.0 10.0 F 4.20 SG:LIGHT BROWN SAND W/L 3 11.956 Y R3 Y .70 1.70 1.50 1.30 2.90 8.10 7.0 6.0 F .10 2.10 SG:LIGHT BROWN SAND 4 12.534 Y R1 Y 1.10 2.10 2.10 1.90 2.20 9.40 6.0 9.0 F .10 3.90 SG:LIGHT BROWN SAND W/L 5 13.192 Y R3 Y .90 1.60 1.60 2.10 2.10 8.30 5.0 8.0 F .10 4.20 SG:LIGHT BROWN SAND W/L 6 13.192 Y OR N 1.50 1.20 2.70 4.0 12.0 F 6.00 SG:LIGHT BROWN
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d4/94/20240317_449163-1_sr-9_94001.pdf?sfvrsn=c05224db_220240108_447826-1_SR-852_87018
S1 BIND CONC LR ST40 1 .765 N L1 Y 1.00 4.30 5.30 12.0 12.0 F .13 1.00 C-M-1 2 .805 N R Y 1.00 1.30 .50 2.80 12.0 12.0 F .13 2.40 C-M-2 3 1.014 N L1 Y 1.00 2.30 3.30 12.0 12.0 F .03 3.10 C-M-3 4 1.243 N R2 Y 1.00 1.80 2.80 12.0 12.0 F .06 3.10 C-M-4 5 1.320 N TL Y 1.00 2.50 3.50 12.0 12.0 F .13 1.70 C-M-5 6 1.486 N L2 Y 1.00 1.80 2.80 12.0 12.0 F .13 2.40 C-M-6 7 1.734 N R1 Y 1.00 1.50 1.00 3.50 12.0 12.0 F .13 2.80 C-M-7 8 1.923 N L2 Y 1.00 1.80 2.80 12.0 12.0 F .13
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d6/87/20240108_447826-1_sr-852_87018.pdf?sfvrsn=6943129c_120250217_456054-1_SR 55_15150
6.0 3.4 C III S P Bottom of core was not extracted 4 11.674 ML R3 Y 1.0 2.5 2.0 5.5 F 6 11.946 ML R1 Y 1.0 2.2 2.5 5.7 F 8 12.027 ML R2 N 1.2 2.2 2.4 5.8 F 9 12.253 ML R3 Y 0.8 3.2 3.5 7.5 3.4 C III S P 11 12.118 ML L3 Y 1.0 2.4 2.1 5.5 F 13 12.112 ML L2 Y 0.7 2.0 3.2 5.9 F 14 12.036 ML L1 Y 0.9 2.5 2.6 6.0 F 16 11.700 ML L3 Y 1.0 2.2 2.7 5.9 F 18 11.457 ML L2 Y 1.0 2.0 8.0 11.0 P 19 11.320 ML L1 Y 1.0 2.6 2.7 6.3 F 21 15.919 ML R1 Y 0.8 2.2 3.0 F Bottom of core was not extracted
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d7/15/20250217_456054-1_sr-55_15150.pdf?sfvrsn=2c71f410_1Exhibit 913-3 and 13
CLEARING 0 . 0 2 T U R F T Y P . 5 ' 1 : 6 T Y P . 3 . 5 ' 1 : 4 D E P T H A N D W I D T H V A R I E S T U R F P O I N T P R O F I L E G R A D E P O I N T P R O F I L E G R, T R A V E L L A N E I N S I D E E A S T B O U N D L A N E . R E S U R F A C I N G D E T A I L F O R S E E O V E R B U I L D A N D N O T E : T U R F 7 ' - 4 " S T A . 1 4 5 + 0 0 . 0 0 T O S T A . 1 6 6 + 0 0 . 0 0 E X I S T I N G M A T C H M I L L I N G A N D R E S U R F A C I N G E X I S
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/review/exhibit-913-3-and-13.pdf?sfvrsn=9bebd3e7_1Exhibit 906-1 Redlines
k s e t s \ F D O T \ 1 2 3 4 5 6 1 5 2 0 1 \ S t r u c t u r e s, T H E O F F I C I A L R E C O R D O F T H I S S H E E T I S T H E E L E C T R O N I C F I L E D I G I T A L L Y S I G N E D A N D S E A L E D U N D E R R U L E 6 1 G 1 5 - 2 3 . 0 0 4 , F . A . C . N, 0 4 1 4 1 ( R E F E R E N C E ) E X I S T I N G S T R U C T U R E S S T R U C T U R E P R O
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/review/exhibit-906-1-redlines.pdf?sfvrsn=5ff25f09_12025FDM121BrProjDev
versions of Developmental Design Standards (f) Items not covered by the Department's Standard, should not be f inalized until the BDR/30% Structures Plans are approved by the DSDO or the SDO, limitations in the widened configuration, (e) Historical significance (see FDM 121.9.5 ), and (f, Topic #625-000-002 FDOT Design Manual 121 - Bridge Project Development (f) See Chapter 25
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/2025fdm121brprojdev.pdf?sfvrsn=9cfb6f71_12024FDM121BrProjDev
issued Developmental Standard Plans or modified versions of Developmental Design Standards (f, configuration, (e) Historical significance (see FDM 121.9.5 ), and (f) Sites where there has been, FDOT Design Manual 121 - Bridge Project Development (f) See Chapter 25 of the Structures
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/review/2024fdm121brprojdev.pdf?sfvrsn=2fb80aa0_12024FDM121BrProjDev
of Developmental Design Standards (f) Items not covered by the Department's Standard Specifications, ) Historical significance (see FDM 121.9.5 ), and (f) Sites where there has been a record of serious, Project Development (f) See Chapter 25 of the Structures Detailing Manual for design
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2024/2024fdm121brprojdev.pdf?sfvrsn=841e374c_12025FDM121BrProjDev
) Department issued Developmental Standard Plans or modified versions of Developmental Design Standards (f, limitations in the widened configuration, (e) Historical significance (see FDM 121.9.5 ), and (f, for inclusion in the BDR. Topic #625-000-002 FDOT Design Manual 121 - Bridge Project Development (f) See
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/2025fdm121brprojdev.pdf?sfvrsn=13967d03_3