9042 search results for f
20250304_451942-1_SR 70_04040
A V E M E N T C O N D I T I O N COMMENTS 2 14.985 ML R2 N 1.3 1.8 4.9 8.0 4.5 F 3 15.011 ML L2 N 1.6 1.7 3.3 10.7 F 6 15.180 ML L2 N 1.6 1.7 3.3 11.7 F Culvert. 10 15.479 ML L1 N 1.1 1.0 1.7 3.8 11.2 F 13 15.574 ML R1 Y 2.1 1.3 4.6 8.0 12.5 F 17 15.854 ML R1 N 1.3 1.7 5.8 1.1 9.9 9.4 F 20 16.057 ML R1 Y 1.8 1.4 2.1 1.0 6.3 6.5 3.2 A IB L F 22 16.173 ML L1 Y 1.8 1.7 3.4 6.9 9.1 4.3 A IB M F 26 16.455 ML R1 Y 1.5 1.8 2.3 1.0 6.6 10.4 2.9 A IB L F 27 16.521 ML L1 Y 1.8 1.7
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/04/20250304_451942-1_sr-70_04040.pdf?sfvrsn=93cfec6e_1510-001
D E T A I L S ( F I X E D B R I D G E S ) 1 1 / 0 1 / 1 7 1 2 5 1 0 - 0 0 1 * * * R F L t o b e l o c a t e d a t m i d l e n g t h o f s t r a i g h t p o r t i o n o f f e n d e r . * * M o u n t e d o n l y o n t h e P i e r t h a t d e f i n e s C M , o t h e r w i s e d o e s n o t a p p l y . * U s e R F L w h e n P i e r i s a t C h a n n e l E d g e a n d s e e C F R , T i t l e 3 3 , p a r t 1 1 8 f o r M o u n t i n g H e i g h t r e s t r i c t i o n s . U s e R C L o t h e r w i
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/510-001.pdf?sfvrsn=17da6199_220240717_430897-4_SRA1A_78010
1of1 Mainline F C 1 2 . 5 F R A S P - 1 2 . 5 B i n d e r D e p t h, I 1.2 0.8 1.5 3.5 LR=9.5"1.0 II B L F 3 0.913 R1 N 1.2 1.8 3.0 LR F 4 0.950 R2 O 1.1 1.7 2.8 LR F 5 0.913 L1 N 1.5 1.3 2.8 LR=7.2" F 6 0.950 OR N 1.5 1.5 3.0 LR F 7 0.950 LLTTL O 1.2 1.5 2.7 ABC=10.8" F 8 0.890 RLTTL I 1.6 1.6 3.2 LR=8.3" F 9 0.890 OL N 1.5 1.9 3.4 LR P 10, . L1 N 1.3 1.7 3.0 Shell=7.0"2.0 II B L F 13 115 ft. R1 O 1.0 1.0 2.0 Conc=6.6"1.7 II B LP 14
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d2/78/20240717_430897-4_sra1a_78010.pdf?sfvrsn=d611617a_120201208_444612-1_SR 45_13010000
40.707MLR3Y0.61.80.63.010.53.0C3SP Base Crack 51.194MLR3Y0.91.61.43.911.512.5------------F 61.652MLR3Y1.11.81.64.511.0------------F 72.086MLR2N0.51.31.81.811.81.8C3SP Bridge Approach slab 82.086MLL2N0.91.12.0------------F, Crack 110.987MLL3Y0.82.51.24.512.34.5C3SP Base Crack 120.392MLL3Y1.01.50.83.39.512.2------------F 130.070MLR2N0.72.50.94.18.23.0C2MP Raveling 140.502MLR2Y1.02.31.24.57.5------------F Raveling, 190.605MLL2N0.82.31.44.59.0------------F 200.308MLL2Y0.92.81.04.710.22.4C3SP
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/13/20201208_444612-1_sr-45_13010000.pdf?sfvrsn=7430d4ea_120201208_444612-1_SR 45_13010000
40.707MLR3Y0.61.80.63.010.53.0C3SP Base Crack 51.194MLR3Y0.91.61.43.911.512.5------------F 61.652MLR3Y1.11.81.64.511.0------------F 72.086MLR2N0.51.31.81.811.81.8C3SP Bridge Approach slab 82.086MLL2N0.91.12.0------------F, Crack 110.987MLL3Y0.82.51.24.512.34.5C3SP Base Crack 120.392MLL3Y1.01.50.83.39.512.2------------F 130.070MLR2N0.72.50.94.18.23.0C2MP Raveling 140.502MLR2Y1.02.31.24.57.5------------F Raveling, 190.605MLL2N0.82.31.44.59.0------------F 200.308MLL2Y0.92.81.04.710.22.4C3SP
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/13/20201208_444612-1_sr-45_13010000873c5dde-9840-42d0-aadb-fcc4b50d5edd.pdf?sfvrsn=6e0d8936_1706-001
PLACEMENT AT ROADSIDE CROSSHATCHING RPM PLACEMENT AT INTERSECTIONS D i r e c t i o n o f T r a f f i c D i r e c t i o n o f T r a f f i c Direction of Traffic D i r e c t i o n o f T r a f f i c D i r e c t i o n o f T r a f f i c, "A" DETAIL "B' DETAIL "C" DETAIL "D" DETAIL "E" DETAIL "F" 20 20 45 40 10 30 30 OR LESS, " OR "F" CURB Direction of Traffic Direction of Traffic Direction of Traffic Direction of Traffic
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/706-001.pdf?sfvrsn=ebecfe9f_1706-001
PLACEMENT AT ROADSIDE CROSSHATCHING RPM PLACEMENT AT INTERSECTIONS D i r e c t i o n o f T r a f f i c D i r e c t i o n o f T r a f f i c Direction of Traffic D i r e c t i o n o f T r a f f i c D i r e c t i o n o f T r a f f i c, "A" DETAIL "B' DETAIL "C" DETAIL "D" DETAIL "E" DETAIL "F" 20 20 45 40 10 30 30 OR LESS, " OR "F" CURB Direction of Traffic Direction of Traffic Direction of Traffic Direction of Traffic
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/706-001.pdf?sfvrsn=2cefd6da_120241213_452621-1_SR 25_09030
12.0 12.0 F 3 6.838 ML R2 Y 0.7 1.9 0.6 3.9 2.0 9.1 12.5 12.0 3.9 C IB M F Longitudinal cracks 4 6.853 ML R3 Y 0.7 2.1 0.5 3.0 2.1 8.4 10.0 12.0 3.8 C II M F Core separated under S layer, 3.7 1.9 8.8 12.0 F 9 6.963 ML R2 N 1.0 2.3 0.5 4.7 1.8 10.3 6.0 F 10 7.001 ML R3 Y 0.7 1.9 0.5 2.8 5.9 12.0 3.1 C II M F Longitudinal cracks 13 7.460 ML R1 N 1.1 2.1 0.6 2.1 2.1 8.0 10.0 F 14 7.493 ML R2 N 0.9 1.9 0.6 3.9 1.9 9.2 12.0 10.0 F 15 7.609 ML R2 Y 1.0 1.9 0.5 5.4 8.8 12.0 3.5 C III S
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/09/20241213_452621-1_sr-25_09030.pdf?sfvrsn=ae3552c5_1Quest Checklist
www.energyabsorption.com RevisionAMay2013 www.highwayguardrail.com 58 Allrightsin copyright reserved MP-3 ® Assembly Cautions 1) Shelf l i f e I f t h e s h e l f l i f e o f t h e M P - 3 ® h a s e x p i r e d ( S e e M P - 3 ® k i t f o r e x p i r a t i o n i n f o r m a t i o n ) , m i x a small amount of MP-3 ® in the proportions of one part A to two parts B by volume, I f s t e e l r e bar is encountered while drilling an MP-3 ® anchor bolt hole, apply one
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/maintenance/rdw/ispe/crash-cushion/quest-checklist.pdf?sfvrsn=8922751d_120240613_213273-8_SR9_72020
Date: 1of1 1 of1 Name: Lanes: From: To: Inside: Beg MP: Outside: FC125SP125 D e p t h T y p e C l a s s E x t e n t 1 9.630 IR N 1.3 1.7 3.0 LR F 2 10.200IR N 1.0 1.6 2.6 LR F 3 9.900 OR N 0.7 1.4 2.1 LR F 4 10.500OR N 0.7 1.6 2.3 LR F 5 9.900 IL N 1.3 1.2 2.5 LR F 6 10.500 IL N 2.1 1.0 3.1 LR F 7 9.700 OLN 0.7 1.1 1.8 LR F 8 10.200OLN 0.5 1.2 1.7 LR F Pavement Evaluation Coring and Condition Data Cored By: UNIVERSAL 06/13/24 Page Typical Section: Project
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d2/72/20240613_213273-8_sr9_72020.pdf?sfvrsn=80cebb0c_1F9101 Bid Q&A 2
F9101 Security Fencing and Gate Installation – Bid Questions and Answers #2 Question: I will take it that since the 2-man gates shall have panic devices that they are exit only, i f n o t w h a t i s t h e e n t r a n c e f u n c t i o n ? A n s w e r : Yes, Exit Only
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/fco/f9101/f9101-bid-q-a-2.pdf?sfvrsn=fccd6810_120230915_445213-1_SR 518_70120
(in.) Type Class Extent 33 3.267 5.5 RLTL 1.5 0.8 2.3 LR 11.6 - - - - F EB Left TL to Riverwalk Club 34 3.308 6.0 LLTL 1.2 1.7 2.9 LR 12.9 - - - - F WB Left TL to "U-Turn" 35 3.132 6.5 L1 1.9 1.3 3.2 LR 13.6 - - - - F 36 3.039 9.0 LLTL X 2.0 2.0 11.1 ABC 7.1 - - - F WB Left TL to Croton Rd. (Extension) 37 2.735 6.0 LLTL 2.0 1.8 3.8 LR 11.6 - - - - F WB Left TL to Dental Offices 38 2.661 3.0 L1 X 1.0 2.7 3.7 LR 13.1 B Br II M P 39 2.353 6.0 LLTL 1.1 3.6 4.7 LR 12.2 - - - - F WB Left TL to Business
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d5/70/20230915_445213-1_sr-518_70120.pdf?sfvrsn=a565d296_120230907_450577-1_SR 527_75040
(in) Type Class Extent 1 0.4130 2.0 L2 X 1.1 0.5 1.6 Brick 2.9 B A II M F Subgrade below brick 2 0.1194 0.7 L2 1.5 0.6 2.1 Brick 2.6 0.0 BR I L F Subgrade below brick, crack was superficial 3 0.2559 10.0 L3 2.0 2.0 LR 6.0 B J I M F 4 0.2600 1.0 Parking Spot X 1.6 1.6 LR 6.4 F 5 0.4393 1.0 L3 2.1 0.9 3.0 LR 9.0 B BR I L F 6 0.4393 1.0 Bus Stop X 2.0 2.0 LR 8+ F Base was too difficlt, 8.5 B BR I L F 8 0.1220 2.0 L1 X 1.8 0.5 2.3 Brick 2.7 B BR I L F Subgrade below brick 9 0.4212 3.5
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d5/75/20230907_450577-1_sr-527_75040.pdf?sfvrsn=32720d10_13200603-722FHWA
shall not exceed 355°F. Table 320-2 Mix Temperature Master Range Tolerance Location Acceptable Temperature Tolerance Plant Mixing Temperature ±30 F* Roadway (mix in truck) Compaction Temperature ±30°F* Roadway (mix in windrow) Compaction Temperature +30°F*, -40°F *Not to exceed 355°F, Verified Mix Design Any Single Measurement ±25°F 3200603 All Jobs HOT MIX ASPHALT - PLANT METHODS, containing PG 76-22 PMA or High Polymer binder shall not exceed 355°F. Table 320-2 Mix Temperature Master
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/fhwa/3200603-722fhwa.pdf?sfvrsn=51a5e7b4_220250417_451105-1_SR 776_01060
Y 1.5 2.7 4.2 18.1 12.0 F 6 9.690 ML R2 Y 1.3 3.1 4.4 11.9 F 7 9.732 ML R1 Y 1.1 2.4 3.5 12.4 F 8 9.732 ML L2 N 1.5 3.9 5.4 10.9 F 9 9.690 ML L1 Y 1.4 2.0 3.4 12.4 2.1 C III S P 10 9.777 ML R2 N 1.1 3.5 4.6 10.9 F 12 9.968 ML R2 N 1.0 2.7 3.7 12.3 F 14 10.141 ML R2 N 1.1 2.4 3.5 12.2 F 16 10.375 ML R2 N 1.0 2.6 3.6 12.4 F 18 9.421 ML R1 Y 0.7 3.9 4.6 6.3 F 19 9.521 ML R1 Y 0.7 3.0 3.7 12.4 F 20 9.880 ML R1 N 0.8 2.9 3.7 12.7 F 21 10.106 ML R1 N 1.0
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/01/20250417_451105-1_sr-776_01060.pdf?sfvrsn=e001e38d_120250326_213209-2_SR9_72290
3.8 5.9 LR F 2 5.000 R1 N 0.9 1.7 3.7 6.3 LR F 3 5.500 R1 I 0.9 1.4 4.0 6.3 LR=9.7" F 4 6.000 R1 N 0.9 1.6 3.8 6.3 LR F 5 6.402 R1 I 0.6 1.2 3.3 5.1 LR 0.6B IIIM P 6 7.000 R1 O 0.9 1.5 4.0 6.4 LR F 7 7.500 R1 N 1.0 1.1 3.9 6.0 LR F 8 8.000 R1 I 1.0 1.5 3.6 6.1 LR F 9 8.500 R1 O 0.8 1.5 3.5 5.8 LR F 10 9.000 R1 I 1.0 1.7 3.7 6.4 LR F 11 9.500 R1 N 0.9 1.7 3.5 6.1 LR=13.4"0.9B III L P 1210.000R1 N 1.0 2.0 3.1 6.1 LR F 13 4.348 R3 O 1.0 1.3 2.5 4.8 LR=10.4"4.8B IIIS P 14 4.899 R3 O
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d2/72/20250326_213209-2_sr9_72290.pdf?sfvrsn=7987295a_120231020_451014-1_SR 776_17050
D I T I O N COMMENTS 1 0.328 ML R1 N 1.0 3.5 4.5 12.0 11.0 F 2 0.979 ML R1 N 1.0 2.7 3.7 11.5 3.7 C III S P 3 3.797 ML R1 N 1.3 1.5 2.8 7.0 0.0 2.8 B II M F 4 0.380 ML R2 N 0.7 2.9 3.6 12.0 3.6 C II M P 6 0.096 ML R1 N 1.0 2.5 3.5 12.0 10.0 F 7 0.265 ML R2 N 0.8 2.6 3.4 12.0 F 8 0.577 ML R1 Y 0.9 2.9 3.8 11.0 F 9 0.784 ML R2 N 0.8 3.1 3.9 10.0 3.0 B II M F 10 1.093 ML R1 Y 2.0 2.3 4.3 11.0 F 11 1.378 ML R2 N 1.1 2.7 3.8 6.8 0.0 2.0 C IB L F 12 1.653 ML R1 Y 1.0 2.2 3.2 7.3 0.0
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/17/20231020_451014-1_sr-776_17050.pdf?sfvrsn=159ccc1a_1510-001e
D E T A I L S ( F I X E D B R I D G E S ) 1 1 / 0 1 / 1 7 1 2 5 1 0 - 0 0 1 * * * R F L t o b e l o c a t e d a t m i d l e n g t h o f s t r a i g h t p o r t i o n o f f e n d e r . * * M o u n t e d o n l y o n t h e P i e r t h a t d e f i n e s C M , o t h e r w i s e d o e s n o t a p p l y . * U s e R F L w h e n P i e r i s a t C h a n n e l E d g e a n d s e e C F R , T i t l e 3 3 , p a r t 1 1 8 f o r M o u n t i n g H e i g h t r e s t r i c t i o n s . U s e R C L o t h e r w i
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2024/idx/510-001e.pdf?sfvrsn=e2d3ae11_120250213_451734-1_SR 93_17075
E N T C O N D I T I O N COMMENTS 1 20.104 ML R3 N 1.0 1.7 2.7 UNK F DEP_SLAB 3 20.337 ML R1 Y 0.7 4.9 5.6 9.4 F 4 20.454 ML L1 Y 1.4 4.7 6.1 10.9 F 6 20.634 ML R2 Y 1.1 1.6 4.5 7.2 11.8 F 7 20.665 ML L2 Y 0.8 1.6 4.1 6.5 12.5 F 9 20.796 ML R1 Y 0.9 1.8 2.7 UNK F APP_SLAB 10 20.799 ML L3 Y 1.5 1.4 2.9 UNK F DEP_SLAB 11 20.822 ML R3 N 0.9 1.9 2.8 UNK F DEP_SLAB 12 20.825 ML L1 Y 0.7 1.8 2.5 UNK F APP_SLAB 13 20.887 ML L3 Y 0.9 2.0 4.2 7.1 12.4 F 14 20.932 ML R3 Y 0.7
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/17/20250213_451734-1_sr-93_17075.pdf?sfvrsn=3af9836a_120240708_210265-8_SRA1A_78040
Date: 1 of 4 Mainline F C - 3 S - 1 D e p t h T y p e C l a s s E x t e, 10.900R1N 0.8 3.1 3.9 LR F 4 11.400R1 O 0.7 3.0 3.7 LR=12.8"2.2B II L F 5 11.900R1N 1.0 3.0 4.0 LR F 6 12.400R1N 0.9 3.3 4.2 LR F 7 12.900R1O 0.7 2.7 3.4 LR 1.0B II L P 8 13.331R1I 0.8 3.5, s s S l o p e ( f t . p e r 6 f t . ) % Comments: Spalling Spalling, Spalled Raveled Spalled Raveled Spalling Date: 2 of 4 Mainline F C 3 S - 1 D e p t h T
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d2/78/20240708_210265-8_sra1a_78040.pdf?sfvrsn=59613d67_1