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SS9480203
Liner FM 5-572, Procedure A 10% Igepal solution at 122 o F and 600 psi applied stress, 5, o F and 600 psi applied stress, 5 replicates Average failure time shall be ≥24.0 hours, Full Test 2,3 : Test at 3 temperature/stress combinations: 176 o F at 650 psi 176 o F at 450 psi 158 o F at 650 psi; 5 replicates at each test condition Determine failure time at 500 psi at 73.4 o 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/2011/january-2011/workbook/ss9480203.pdf?sfvrsn=66b98c27_020201216_442414-1_SR9_72020
e p t h T y p e C l a s s E x t e n t 1 3.435 R1 I 0.8 3.2 0.5 0.9 5.4 CONC F 2 3.467 R1N 0.8 2.1 0.5 3.3 6.7 ABC=7.5 F 3 3.562 R1 I 0.6 2.2 0.5 2.0 5.3 ABC=8.5 F 4 3.728 R1 I 1.0 2.0 8.1 11.1ABC=8.5 F 5 3.797 R1 I 0.5 2.4 5.1 8.0 ABC=8.5 F 6 3.843 R1N 0.9 2.1 5.4 8.4 ABC=8.5 F 7 3.867 R1N 0.4 2.4 3.0 5.8 ABC=8.5 F 8 3.969 R1 I 0.8 3.9 0.5 0.7 5.9 CONC F 9 4.201 R1 I 0.7 4.2 0.5 2.0 7.4 CONC F 104.401 R1 I 0.7 4.2 0.5 1.2 6.6 CONC F 114.636 R1 I 1.0 2.9 0.5 2.0 6.4
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d2/72/20201216_442414-1_sr9_72020.pdf?sfvrsn=bd8bdd64_1MPOAC-Governing-Board-Meeting-PowerPoint 07.19
Office of Policy Planning 18.4¢ 6¢ 14.1¢ 7.8¢ 6¢ 5¢ 2¢ 1¢ 1¢ 1¢ F E D E R A L S T A T E L O C A L C E N T S P E R G A L L O N 2 0 1 9 F U E L TA X R AT E S States Sales 14.1 cents/Gal. SCETS 7.8 cents/Gal. 18.4¢ 6¢ 14.1¢ 7.8¢ 6¢ 5¢ 2¢ 1¢ 1¢ 1¢ F E D E R A L S T A T E L O C A L C E N T S P E R G A L L O N 2 0 1 9 F U E L TA X R AT E S Local, . County 1 cent/Gal. Municipal 1 cent/Gal. 40 18.4¢ 6¢ 14.1¢ 7.8¢ 6¢ 5¢ 2¢ 1¢ 1¢ 1¢ F E
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/mpoac_website/meetings/2019/mpoac-governing-board-meeting-powerpoint-07-19.pdf?sfvrsn=dbe91f89_1MPOAC-Staff-Directors-Meeting-PowerPoint 07.19
of Policy Planning 18.4¢ 6¢ 14.1¢ 7.8¢ 6¢ 5¢ 2¢ 1¢ 1¢ 1¢ F E D E R A L S T A T E L O C A L C E N T S P E R G A L L O N 2 0 1 9 F U E L TA X R AT E S States Sales 14.1 cents/Gal. SCETS 7.8 cents/Gal. 18.4¢ 6¢ 14.1¢ 7.8¢ 6¢ 5¢ 2¢ 1¢ 1¢ 1¢ F E D E R A L S T A T E L O C A L C E N T S P E R G A L L O N 2 0 1 9 F U E L TA X R AT E S Local Option 1-6 cents, cent/Gal. Municipal 1 cent/Gal. 40 18.4¢ 6¢ 14.1¢ 7.8¢ 6¢ 5¢ 2¢ 1¢ 1¢ 1¢ F E D E R A L S
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/mpoac_website/meetings/2019/mpoac-staff-directors-meeting-powerpoint-07-19.pdf?sfvrsn=758668f1_120250915_452784-1_SR 45_17020000
E N T C O N D I T I O N COMMENTS 1 15.255 ML L1 N 1.5 1.4 1.5 1.4 5.8 8.1 1.5 B IB L F 2 15.261 TL RL Y 1.2 1.6 1.1 1.6 5.5 9.5 0.8 B IB L F 3 15.301 ML R2 Y 1.2 1.4 0.7 1.4 4.7 9.8 F 4 15.312 TL LL Y 1.1 2.5 0.9 1.6 6.1 11.2 F 5 15.331 ML R1 N 1.1 1.6 3.5 UNK 2.7 A III M F Possible widening crack. 6 15.347 ML L2 Y 1.4 1.8 0.9 1.4 5.5 8.3 3.4 A III M F 7 15.380 ML R3 Y 1.3 1.7 0.6 1.1 4.7 10.3 8.0 3.0 A IB L F 8 15.412 ML L3 Y 1.6 2.2 1.3 5.1 9.4 5.1 A II M F Widening crack
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/17/20250915_452784-1_sr-45_17020000.pdf?sfvrsn=a697c1fa_120250915_452784-1_SR 45_17020000
E N T C O N D I T I O N COMMENTS 1 15.255 ML L1 N 1.5 1.4 1.5 1.4 5.8 8.1 1.5 B IB L F 2 15.261 TL RL Y 1.2 1.6 1.1 1.6 5.5 9.5 0.8 B IB L F 3 15.301 ML R2 Y 1.2 1.4 0.7 1.4 4.7 9.8 F 4 15.312 TL LL Y 1.1 2.5 0.9 1.6 6.1 11.2 F 5 15.331 ML R1 N 1.1 1.6 3.5 UNK 2.7 A III M F Possible widening crack. 6 15.347 ML L2 Y 1.4 1.8 0.9 1.4 5.5 8.3 3.4 A III M F 7 15.380 ML R3 Y 1.3 1.7 0.6 1.1 4.7 10.3 8.0 3.0 A IB L F 8 15.412 ML L3 Y 1.6 2.2 1.3 5.1 9.4 5.1 A II M F Widening crack
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/17/20250915_452784-1_sr-45_17020000d0b743b0-964b-4c46-8016-15b9b5c61c7c.pdf?sfvrsn=555d9a4d_1458-110FHWAApprovedPkg
e S t r u c t u r e s P l a n s ) T r a f f i c S e p a r a t o r ( T y p e a n d w i d t h S e p a r a t o r w i t h P o u r e d J o i n t A p p r o x i m a t e s h a p e o f T r a f f i c R o d F o a m B a c k e r A p p r o a c h S l a b B r i d g e D e c k o r J O I N T T R E A T M E N T A T T R A F F I C S E P A R A T O R P A R T I A L S E C T I O N A L O N G � J O I N T , P o s t o r P a r a p e t F a c e o f T r a f f i c R a i l i n g , M a t e r i a l P o u r e d J o i n t
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2025/458-110fhwaapprovedpkg.pdf?sfvrsn=2cd9cef5_120240809_451020-1_SR 64_13140
M E N T C O N D I T I O N COMMENTS 3 0.035 ML R1 Y 1.5 1.0 2.2 4.7 9.1 2.0 B II L F 5 0.158 ML L1 Y 2.0 1.5 1.5 1.4 6.4 6.6 2.5 A II M F 7 0.287 BR R1 Y 1.5 1.0 2.5 UNK F Approach slab. 8 0.350 BR L1 Y 1.2 0.8 2.0 UNK 2.0 B II M F Approach slab. 4" core left in hole. 9 0.406 ML R1 Y 1.5 1.3 1.3 1.4 5.5 5.0 4.4 C III M F 10 0.429 GO GO N 1.4 1.4 0.9 1.3 5.0 7.5 F CO-Gore 14 0.573 GO GO N 1.6 0.6 2.2 2.3 F OL-Gore 15 0.634 ML R1 N 1.2 1.4 0.5 1.2 4.3 5.7 16.0 3.1 C III M
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/13/20240809_451020-1_sr-64_13140.pdf?sfvrsn=4a91359_120250203_451270-1_SR 25_09030
II M F Base crack. 3 11.671 ML L3 Y 1.3 2.8 4.1 12.7 4.1 C II S F Base crack. 4 11.701 ML R3 Y 1.0 2.5 1.1 4.6 13.9 3.1 B II M F 5 11.697 ML L1 N 1.5 11.2 12.7 11.3 15.0 3.5 B III M P 6 11.753 ML L2 Y 1.5 5.2 0.6 0.6 7.9 9.6 5.7 B II M F 8 11.823 ML R2 Y 1.5 2.6 1.7 5.8 11.7 3.5 C III S P 9 11.849 ML L1 Y 1.3 10.7 12.0 16.0 1.3 A IB L F 10 11.872 ML R1 Y 1.6 3.5 1.4 6.5 12.3 12.3 2.9 C II M F 11 11.889 ML R1 Y 1.7 4.0 1.3 7.0 13.5 2.3 A II L F 15 11.980 ML R3 Y 1.4 9.5 10.9 11.6 4.0 C
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/09/20250203_451270-1_sr-25_09030.pdf?sfvrsn=20795833_120240412_449819-1_SR-25_86060
3.00 4.00 12.0 12.0 F .06 1.70 C-1 2 7.339 N L1 Y 1.00 3.80 4.80 12.0 12.0 F .13 3.80 C-2 3 7.607 N R1 Y 1.00 2.80 3.80 12.0 12.0 1.50 C II L F .03 1.70 C-3 4 7.868 N L2 Y 1.00 2.50 3.50 12.0 12.0 3.50 C II M P .13 3.50 C-4 5 8.136 N R2 Y 1.00 3.00 4.00 12.0 12.0 F .06 1.00 C-5 6 8.398 N L2 Y 1.00 5.50 3.00 .50 10.00 12.0 12.0 P .25 1.70 C-6 7 8.662 N R1 Y 1.00 3.00 4.00 12.0 12.0 F .13 2.10, 12.0 12.0 F .13 2.40 C-9 10 9.469 N L1 Y 1.00 6.30 2.00 .50 9.80 12.0 12.0 F .13 2.80 C-10 11
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d4/86/20240412_449819-1_sr-25_86060.pdf?sfvrsn=64d84472_120231030_450890-1_SR 37_16250
3.0 A III S P 2 21.667 ML L2 Y 1.0 1.2 0.5 0.9 3.6 7.0 F 3 19.079 ML R1 N 0.8 1.7 0.6 1.2 4.3 10.0, apart 5 19.848 ML R1 Y 1.1 1.5 0.7 6.8 3.4 0.4 13.9 8.0 12.0 F SAHM fall apart 6 20.131 ML R1 Y 1.0 1.3 0.8 3.8 1.6 0.5 9.0 2.0 12.0 F T1 fall apart 7 20.436 ML R1 Y 0.7 2.0 0.8 6.8 2.4 0.7 13.4 14.0 12.0 F 8 20.823 ML R1 Y 1.0 7.5 0.5 1.9 0.6 11.5 9.0 12.0 F 9 21.058 ML R1 Y 0.8 1.9 0.7 6.8 0.8 11.0 6.0 12.0 F 10 21.462 ML R1 Y 0.8 1.6 3.6 0.8 6.8 10.0 12.0 F 11 21.795 ML R1 N 1.0 1.4
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/16/20231030_450890-1_sr-37_16250.pdf?sfvrsn=a0e5c31d_120240809_451019-1_SR 64_13140
N T C O N D I T I O N COMMENTS 1 4.968 ML R1 R 1.4 0.9 6.2 8.5 6.5 8.5 B III M F 4 5.212 ML L1 R 1.5 1.5 5.7 8.7 3.6 4.6 B III M P 5 5.313 ML R1 L 1.5 1.4 1.5 0.6 5.0 6.5 2.5 B III M F 8 5.535 ML L1 R 1.5 1.5 0.5 3.9 7.4 5.5 7.4 C III M F Base crack. 9 5.628 ML R1 R 1.8 1.5 3.2 6.5 4.5 6.5 B II M F 12 5.818 ML L1 R 1.6 1.5 5.9 9.0 4.0 6.6 C III S P 13 5.881 ML R1 L 1.2 1.5 5.0, 4.9 8.0 6.8 8.0 B III M F 18 6.234 ML L1 R 1.5 1.7 6.3 9.5 4.5 2.5 B II M P 21 6.459 ML R1 R 1.4 1.4
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/13/20240809_451019-1_sr-64_13140.pdf?sfvrsn=6cecd93_120250421_456058-1_SR 60_10110
O N D I T I O N COMMENTS 2 6.349 ML L3 Y 0.9 1.3 4.4 6.6 UNKN F 3 6.379 ML R3 N 0.8 1.3 4.7 6.8 UNKN F 4 6.395 ML R4 N 0.8 1.3 1.4 3.5 9.2 F 8 6.471 ML R2 N 1.2 1.5 4.6 7.3 UNKN F 9 6.493 ML R1 Y 1.0 1.5 4.3 6.8 UNKN F 12 6.593 ML L1 N 0.9 1.3 3.0 5.2 UNKN F 13 6.602 ML L2 Y 0.6 1.4 4.3 6.3 UNKN F 14 6.607 ML L4 Y 1.0 1.5 1.3 3.8 9.7 F 15 6.677 BR R4 N 1.0 1.3 1.4 3.7 1.0 F 16 6.733 BR L1 Y 0.9 1.1 3.6 5.6 UNKN F 18 6.787 ML L4 N 0.9 1.3 1.2 3.4 10.2 F 19 6.792 ML R2 N 0.6
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d7/10/20250421_456058-1_sr-60_10110.pdf?sfvrsn=5002a70d_1Exhibit 913-13 Redlines
D S U R F A C E E X I S T . B A S E 1 2 ' L I M I T S O F R E S U R F A C I N G L I M I T S O F, ' ( + ) 0 . 0 5 V A R I E S 1 : 4 M A X ( S E E T A B L E ) O F O V E R B U I L D M A X . D E P T H S E E T A B L E F O R M A X . D E P T H O F O V E R B U I L D T Y P E S P ( T R A F F I C E ) O V E R B U I L D ( T R A F F I C E ) ( P G 7 6 - 2 2 ) T Y P E S P S T R U C T U R A L C O U R S E A N D R E S U R F A C I N G D E T A I L O V E R B U I L D N T S S R 2 2 W E S T B O U
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/review/exhibit-913-13-redlines.pdf?sfvrsn=7904547b_2asphaltsamples
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, ᵒ F. 3) Combine all three (3) sample boxes, roll, and reduce to appropriate sample sizes. a. Two (2) gyratory samples. i. Condition for one (1) hour at 320 ᵒ F – 4,750 grams. ii. Perform 75, ). i. Condition two (2) samples for 1 hour at 320 ᵒ F – between 1,000 grams and 1,100 grams. ii
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Widening crack w/ SP9.5 & SP12.5 under FC5. 5 0.628 ML R2 Y 1.3 1.4 2.7 0.4 5.8 11.2 3.2 B II M F 7 0.651 ML R1 Y 1.6 1.7 1.5 1.7 6.5 10.0 4.8 A IB M F 8 0.659 ML L1 Y 1.4 2.0 3.9 7.3 8.7 7.3 B IB M F 10 0.689 ML R2 Y 1.3 1.6 1.8 1.5 6.2 10.8 6.2 A II L F CB#0001. Base crack. 11 0.692 ML L3 Y 1.4 2.6 4.0 13.0 4.0 A IB L F CB#0001. Base crack. 12 0.719 ML R3 Y 1.9 1.5 0.6 4.0 17.0 P Bottom-up crack. Base crack. Patch. 13 0.720 ML L2 Y 1.3 1.1 0.6 1.4 4.4 10.6 13.0 4.4 B II M F Base
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/16/20240824_452617-1_sr-35_16060.pdf?sfvrsn=ec354bbf_1Specrev1
c h a r d , D i r e c t o r , O f f i c e o f C o n s t r u c t i o n C O P I E S : D u a n e B r, 2008 Letting. LoraHollingsworth Signature on File October 1 9 , 2 0 0 7 D i r e c t o r , O f f i c e o f D e s i g n D a t e BrianBlanchard SignatureonFile October 1 9 , 2 0 0 7 D i r e c t o r , O f f i c e o f C o n struction D a t e Florida Department of Transportation CHARLIE CRIST
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2008/january-2008/mandatory/specrev16a3e95a5b3c84ce4b43674767c61885b.pdf?sfvrsn=a71ac6_0725-030-005 (4) - Service Development
Approved: E f f e c t i v e : N o v e m b e r 1 9 , 2 0 0 8 O f f i c e : T r a n s i t T o p, P R O G R A M P U R P O S E : T h i s p r o c e d u r e d e t a i l s t h e 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 ' s a d m i n i s t r a t i o n a n d m a n a g e m e n t o f t h e P u b l i c T r a n s i t S e r v i c e D e v e l o p m e n t P r o g r a m . A U T H O R I T Y : S e c t i o n s 3 4 1 . 0 5 1 , 2 0 . 2 3 ( 3 ) ( a ) a n d 3 3 4 . 0 4 8 ( 3 ) , F l
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/transit/documents/2023-applications/state-programs/725-030-005-(4)---service-development.pdf?sfvrsn=69efb7d3_120230901_450874-1_SR 600_16020
B III S P 3 16.456 ML L1 N 0.8 2.0 0.8 0.5 0.9 5.0 8.0 29.0 3.3 A III L F 6 16.639 ML R2 Y 0.7 2.1 0.6 0.4 1.0 4.8 12.0 0.7 B IB L F Wheel-rim gouge. 8 16.721 ML R2 Y 0.8 2.4 0.8 0.5 1.2 5.7 8.8 4.5 B III M F DMO Pic 2. Transverse and longitudinal crack. 9 16.738 GO GO N 1.4 1.4 7.8 1.4 B III L F OR-Gore. Joint crack. 10 16.787 ML L2 Y 0.8 2.0 0.9 0.4 1.7 0.8 6.6 UNK 3.2 C III M F CONC, IB L F 17 17.097 ML L1 Y 0.9 2.1 0.4 0.6 1.8 5.8 UNK 2.8 B III M F Bottom-up crack. 18 17.170 ML
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/16/20230901_450874-1_sr-600_16020.pdf?sfvrsn=d8ecf7b1_120230417_448977-1_SR 9 (I-95)_70220
(in.) Depth (in.) Type Class Extent 1 1478.4'13.0 Ramp 0.9 1.5 1.6 4.0 LR 15.6 - - - - F I-95 SB Off-Ramp to SR 404 (Pineda Cswy) Ramp # 70220123 2 1478.4' 2.0 OL 1.7 1.5 3.2 LR 10.4 - - - - F, LR 12.9 - - - - F SR 404 (Pineda Cswy) On-Ramp to I-95 SB Ramp # 70220122 4 1372.8' 3.0 OL 1.6 1.6 LR 8.9 - - - - F SR 404 (Pineda Cswy) On-Ramp to I-95 SB Ramp # 70220122 5 0.130 7.5 R2 X 1.5 2.0 3.5 LR 10.1 - - - - F SR 404 (Pineda Cswy) - Eastbound 6 0.100 8.0 L2 X 1.1 2.7 3.8 LR 10.2
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d5/70/20230417_448977-1_sr-9-(i-95)_70220.pdf?sfvrsn=cf83fc2e_2