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Noise Legislation Regulations and Policies PDF
Handbook • Local regulations Lesson Overview Lesson 1: Highway Tr a f fic Noise Legislation, ( N E PA ) of 1969 2. Federal-Aid Highway A c t of 1970 3. The highway t r a f f i c n oise, r a f f i c n oise. Fe d e r a l Regulations Lesson 1: Highway Tr a f fic Noise Legislation, Lesson 1: Highway Tr a f fic Noise Legislation, Regulation and Po l icies Florida Department of Transportation Federal–Aid Highway A c t o f 1970 • Section 136(b) of the Federal-Aid Highway A c t
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/environment/pubs/noise/noise-legislation-regulations-and-policies4215a5e4131348729eea80fb830c8fe8.pdf?sfvrsn=90ea8d5c_3454941_Approved_TSP
/bdz7mujv STATE OF � � � No 69241 R E E N I G N E L A N O I S S E F O R P E S N E C I L A D I R O L F E L O O T . A A I N E V A L LAVENIA A. TOOLE, 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26106/454941_approved_tsp.pdf?sfvrsn=3f59fa2c_16350302.FHWA
Re: StateSpecifications and Estimates Office Section 635 Proposed S p e c i f i c a t i o n : 6 3 5, 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 t A t t, e l y e v e r y 2 , 5 0 0 f e e t f o r f i b e r o p t i c c a b l e a p p l i c a t i o n s i n r u r a l a r e a s w i t h a n y c o n t i n u o u s s e c t i o n o f s t r a i g h t c o n d u i t
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/fhwa/6350302.fhwa.pdf?sfvrsn=27d51ffe_020250224_414506-3_SR 70_09060
10.266 ML R1 Y 1.7 1.8 3.9 7.4 8.0 F 7 10.638 ML R1 Y 1.7 1.2 3.2 0.3 6.4 6.5 2.0 B IB M F 8 10.787, 5.2 8.0 P 15 13.196 ML R1 N 1.7 2.3 2.6 0.7 7.3 8.5 F 16 13.633 ML R1 N 1.7 1.1 1.5 0.7 5.0 8.0 F 17 14.001 ML R1 N 1.3 1.0 1.7 0.7 4.7 8.0 P 18 14.328 ML R1 Y 4.5 4.5 8.5 F 19 14.304 ML L1 Y 4.8 4.8 6.0 12.0 F 20 14.067 ML L1 Y 1.0 2.5 1.0 0.6 5.1 7.0 F 21 13.683 ML L1 Y 1.5 2.0 1.0 0.2 4.7 8.0 3.5 B II M F 22 13.332 ML L1 Y 1.8 1.6 1.7 0.9 6.0 6.5 F 23 12.996 ML L1 Y 1.7 1.5 1.1 0.6 0.8
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/09/20250224_414506-3_sr-70_09060.pdf?sfvrsn=1895abcb_120250212_207756-5_SR200_26060
1.2 3.1 0.5 2.8 7.6 LR = 9.2" 1.2 B IB L F 2 20.700 R1 I 0.9 1.7 1.2 0.5 1.9 6.2 LR F 3 21.200 R1 O 1.0 1.7 1.3 0.5 3.0 0.9 8.4 LR F 4 21.700 R1 I 1.0 2.1 1.1 0.5 3.8 0.9 9.4 LR F 5 22.200 R1 N 1.0 1.1 1.7 0.5 2.4 1.0 7.7 LR 2.2 S IB L P 6 22.700 R1 O 0.9 1.6 0.6 0.5 5.5 0.9 10.0 LR F 7 23.200 R1 I 0.9 1.5 1.5 0.5 1.5 5.9 LR 1.5 S IB L F 8 23.700 R1 O 0.8 1.9 0.7 0.5 5.1 0.7 9.7 LR F 9 24.200 R1 O 1.0 1.7 1.2 0.5 3.3 0.9 8.6 LR = 7.5" F 1024.700 R1 I 0.9 1.8 1.3 0.5 2.2 6.7 LR F
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d2/26/20250212_207756-5_sr200_26060.pdf?sfvrsn=48885a25_1Exhibit 913-11 Redlines
\ F D O T \ 1 2 3 4 5 6 1 5 2 0 1 \ R o a d w a y \ T Y P S R D 0 1, ROADWAY ENGINEERS, INC. LICENSE NUMBER: 99991 LUKE S. WALKER, 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, U L E 6 1 G 1 5 - 2 3 . 0 0 4 , F . A . C . ENGINEER OF RECORD Exhibit, G 7 6 - 2 2 ) 2 1 A N D F R I C T I O N C O U R S E F C - 1 2 . 5 ( T R A F F I C D ) ( 1
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/review/exhibit-913-11-redlines.pdf?sfvrsn=e7393214_2Alternative Roll Plot 3 of 3
R/W R/W = RIGHT OF WAY D A N I A C U T - O F F C A N A L D A N I A C U T - O F F C A N A L H O L L Y W O O D C A N A L H O L L Y W O O D C A N A L S F R C / C S X S F R C / C S X S F R C / C S X S F R C / C S X B A S S P R O S H O P S T E S L A L L F L O O R I N G H C B T E S T & Y A T C H C E N T E R J N E L S O N K A R T S I N D O O R G O K 1 S P E E D F O R T L A U D E R
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/i95-south-broward/alternative-roll-plot-3-of-3.pdf?sfvrsn=96206c00_1649-031FHWAApprovedPkg2
A ' ¡ D r i l l e d S h a f t & ¡ P o l e a n d P o l e B a s e P l a t e D r i l l e d S h a f t , C e n t e r O f a n d P o l e B a s e P l a t e D r i l l e d S h a f t , C e n t e r O f P o l e B a s e P l a t e E d g e O f F o u n d a t i o n E d g e O f B a s e P l a t e E d g e O f F o u n d a t i o n E d g e O f P o l e C S L T u b e ( T y p . ) # 5 T i e B a r E q u, D o u b l e N u t ( T y p . ) D r i l l e d S h a f t C e n t e r O f ' B F ' A 1 " ¡ P o
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2025/649-031fhwaapprovedpkg2.pdf?sfvrsn=e5499247_11. 451026_Approved_TSP
OF � � � No 69241 R E E N I G N E L A N O I S S E F O R P E S N E C I L A D I R O L F E L O O T . A A I N E V A L LAVENIA A. TOOLE, P.E. NO. 69241 BARTOW, FL 33830-3809 801 N. BROADWAY AVE. FLORIDA DEPARTMENT OF TRANSPORTATION 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25111/1-451026_approved_tsp.pdf?sfvrsn=4836b481_120240618_450722-1_SR 78_12060
M P 2 17.209 ML R2 Y 0.9 2.4 3.3 17.0 F 3 17.939 ML L1 Y 0.9 3.0 3.9 16.0 3.9 C III S F 4 18.045 ML L2 Y 0.9 2.4 3.3 17.0 3.3 B III S P 5 17.042 ML L1 Y 0.8 4.2 5.0 18.0 F 6 17.247 ML R1 Y 0.9 2.2 3.1 18.0 F 7 17.504 ML R1 N 0.9 2.8 3.7 17.0 12.0 F Soil Sample Taken 8 17.687 ML R1 Y 0.7 2.7 3.4 18.0 0.2 A IB L F 9 17.888 ML R1 N 0.9 2.8 3.7 18.0 F 10 18.039 ML R1 Y 0.7 2.9 3.6 18.0 F 11 18.207 ML R1 N 0.8 2.7 3.5 17.0 F 12 17.163 ML R2 Y 1.0 2.1 3.1 18.0 3.1 B II M F 13 17.420 ML R2
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/12/20240618_450722-1_sr-78_12060.pdf?sfvrsn=a6f36d53_120250206_432313-2_SR312_78002
P 2 0.389R1 Y 0.9 0.9 0.7 2.5 LR 2.5 B II L P 4 0.500R1 Y 1.0 1.4 1.1 3.5 LR F 5 0.800R1 N 1.3 2.3 3.6 LR=8" F 6 0.010R2 Y 1.2 1.2 2.4 LR 2.4 B II L P 7 0.276R2 Y 1.1 2.1 3.2 LR=8" 3.2 B II M P, LR 3.7 B II M P 120.010L1 Y 1.1 1.7 2.8 LR=9" 2.8 B III M P 130.359L1N 1.3 1.4 1.7 4.4 LR F 150.600L1N 1.0 1.5 1.7 4.2 LR 2.4 B II L P 160.900L1N 0.5 2.4 1.0 3.9 LR F 170.042L2N 1.5 1.5 3.0 LR, ( i n . ) T y p e C l a s s E x t e n t 210.800 L2 N 1.2 1.3 0.7 3.2 LR=10" F
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d2/78/20250206_432313-2_sr312_78002.pdf?sfvrsn=25b2294_19480000.impl
% Igepal solution at 122°F and 600 psi applied stress, 5 replicates Average failure time of the pipe, ) , (molded plaque) ASTM F2136 10% Igepal solution at 122°F and 600 psi applied stress, 5, combinations: 176°F at 650 psi 176°F at 450 psi 158°F at 650 psi; 5 replicates at each test condition Determine failure time at 500 psi at 73.4°F ≥ 100 years (95% lower confidence) using 15, to or greater than the following criteria: 110.0 hr at 176°F 650 psi 430.0 hr at 176°F 450 psi 500.0 hr
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/implemented/9480000.impl.pdf?sfvrsn=6ca0d45f_09480000.impl
Conditions Requirement Pipe Liner FM 5-572, Procedure A 10% Igepal solution at 122°F and 600 psi applied, plaque) 10% Igepal solution at 122°F and 600 psi applied stress, 5 replicates Average failure time, , Procedure B and FM 5-573 Full Test Test at 3 temperature/stress combinations: (2)(3) 176°F at 650 psi 176°F at 450 psi 158°F at 650 psi; 5 replicates at each test condition Determine failure time at 500 psi at 73.4°F ≥ 100 years (95% lower confidence) using 15 failure time values The tests
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/implemented/9480000.impl.pdf?sfvrsn=20bb0b65_09480000.impl
TestConditions Requirement Pipe Liner FM 5-572, Procedure A 10% Igepal solution at 122°F and 600 psi, ) ASTM F2136 10% Igepal solution at 122°F and 600 psi applied stress, 5 replicates Average failure, , Procedure B and FM 5-573 Full Test (2)(3) Test at 3 temperature/stress combinations: 176°F at 650 psi 176°F at 450 psi 158°F at 650 psi; 5 replicates at each test condition Determine failure time at 500 psi at 73.4°F 100 years (95% lower confidence) using 15 failure time values (4
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/implemented/9480000.impl.pdf?sfvrsn=78d916c2_09480200ind
, Procedure A 10% Igepal solution at 122°F and 600 psi applied stress, 5 replicates Average failure, . Pipe Corrugation (1) , (molded plaque) ASTM F2136 10% Igepal solution at 122°F and 600 psi, temperature/stress combinations: 176°F at 650 psi 176°F at 450 psi 158°F at 650 psi; 5 replicates at each test condition Determine failure time at 500 psi at 73.4°F ≥ 100 years (95% lower, at duration equal to or greater than the following criteria: 110.0 hr at 176°F 650 psi 430.0 hr at 176°F
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/industry/9480200ind.pdf?sfvrsn=b810a5fd_19480200FHWA
% Igepal solution at 122°F and 600 psi applied stress, 5 replicates Average failure time of the pipe, ) , (molded plaque) ASTM F2136 10% Igepal solution at 122°F and 600 psi applied stress, 5, combinations: 176°F at 650 psi 176°F at 450 psi 158°F at 650 psi; 5 replicates at each test condition Determine failure time at 500 psi at 73.4°F ≥ 100 years (95% lower confidence) using 15, to or greater than the following criteria: 110.0 hr at 176°F 650 psi 430.0 hr at 176°F 450 psi 500.0 hr
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/fhwa/9480200fhwa.pdf?sfvrsn=61d24f0f_1Exhibit 913-5 Redlines
2 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, . WALKER, 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, SIDEWALK 8'-9" 0 . 0 4 P O I N T P R O F I L E G R A D E 0 . 0 2 4 " 4 " S O D L B R 4 0 T
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/review/exhibit-913-5-redlines.pdf?sfvrsn=a08ffca4_220210908_4458851_SR 568_10471
: County: Hillsborough 568 Beg MP: End MP: Crack is 412 ft long 3 0.9 OR 1.0 1.4 1.4 3.1 B III L F 3.1 11.0 Delam at 1.5 inches 2 0.7 R2 RT 0.5 1.0 1.6 F 1.8 3.3 10.5 1 0.5 R1 LT 0.7 0.8 P 7.2 9.5 4 1.0 R1 RT 1.0 0.8 2.8 2.6 G 3.8 5.0 7 2.1 R1 LT 1.0 1.0 1.1 1.8 8.0 6 1.3 IR 0.9 0.9 F 1.7 3.2 11.0 5 1.1 R2 LT 0.5 1.0 P 4.0 10.0 8 2.4 R2 LT 1.1 1.5 1.4 F 3.1 11.0 11 2.6 OR 1.8 F 1.1 4.1 10.5 10 2.6 R2 RT 1.0 1.0 1.0 F 1.0 1.0 4.2 10.0 9 2.5 R1 RT 1.2 1.0 F 3.5 11.0 12 2.7 L2 RT 0.7 1.1
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/tp/10-hillsborough/20210908_4458851_sr-568_10471.pdf?sfvrsn=2e407c0e_1MFF Project Sheets_No Const Year_09152023_01
01/31/2023 Subject to change. Listed alphabetically by county. I n f rastructure Initiative 1 R . J a c k s o n B l v d T h o m a s D r T h o m a s D r N L a g o o n D r G u l f o f M e x i c o S a i n t A n d r e w s B a y BAY CO. PANAMA CITY PANAMA CITY BEACH 30 30 30 98 98 98 R. Jackson Blvd. Hathaway Bridge REGION Northwest Florida PROJECT LIMITS U.S. 98 from Richard Jackson Boulevard to Hathaway
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/communications/mff---01-31-23/09152023-update/mff-project-sheets_no-const-year_09152023_01.pdf?sfvrsn=2c3f629c_1MFF_#4_I-75 from Golden Gate Pkwy. to Corkscrew Rd_21Sep2023
09/22/2023 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 CONSTRUCTION STA RT Fall 2027 PROJECT
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