KENTUCKY STANDARD DRAWINGS
KENTUCKY STANDARD DRAWINGSTRAFFICROADWAYBARRIERSGUARDRAIL ANDBRIDGE ENDDRAINAGERBB-SERIESDRAINAGEFENCESANDGRATESCHAIN LINKBOX INLETSAND OUTLETSRDB-SERIESGUARDRAILPAVED DITCHES,CONNECTORS TOFLUME INLETS &BRIDGE ENDSCHANNEL OPMENTSUPERELEVATIONANDCURVE WIDENINGRGS-SERIESMEDIANS, CURBS,OVERLEAFEROSION ISCELLANEOUSNON-REINFORCEDSTANDARDSCONC. OLAPPROACHES, EN WIRESTANDARD REINF.STRIPINGFENCECONC. SCELLANEOUSPAVINGRPX-SERIESTYPICALTYPICAL SRDI-SERIES DRAWING NUMBER EXPLANATION CONCRETE MEDIANMANHOLESDIVISION HEADING (ROADWAY)BARRIERSRBM-SERIESRDM-SERIESSECTION HEADING (FENCES & GRATES)SUB-SECTION (GATES)GUARDRAILTHREE OR FOUR DIGIT NUMBERPERFORATED PIPEHARDWARERBR-SERIESKENTUCKYDEPARTMENT OF HIGHWAYSRDP-SERIESR F G - 0 0 1MISCELLANEOUSLAYOUT CHART FORMISCELLANEOUSNO. OF TIMESDRAINAGERDX-SERIESDRAWING REVISEDKENTUCKYSTANDARD DRAWINGSR G X - 0 0 1 - 0 12003
BRIDGESJOINTS ANDBEARING DEVICESDECK NEOUSBEARING PADSPRECAST PRESTRESSEDBBP-SERIESBDP-SERIESSTEEL HANDRAILARMORED EDGESCONCRETE RIESSTEEL PILESBPS-SERIES DRAWING NUMBER EXPLANATION DIVISION HEADING (BRIDGES)SECTION HEADING (HANDRAIL)SUB-SECTION (STEEL)THREE OR FOUR DIGIT NUMBERKENTUCKYDEPARTMENT OF HIGHWAYSB H S - 0 0 1MISCELLANEOUSNO. OF TIMESDRAWING REVISEDLAYOUT CHART FORKENTUCKYSTANDARD DRAWINGSB G X - 0 0 1 - 0 12003
0.185"AAADIMENSIONS FOR I-BEAM PADSYPADY! BeamAB0.185"(One Direction)1F14"10"2 0.12" x 13.630" x 9.630"88k0.5"2F16"10"2 0.12" x 15.630" x 9.630"107k0.5"3F20"10"2 0.12" x 19.630" x 9.630"145k0.5"4F24"10"2 0.12" x 23.630" x 9.630"185k0.5"5F24"11"2 0.12" x 23.630" x 10.630"219k0.5"AA0.185"DIMENSIONS FOR I-BEAM PADS1.20"APADAB*MAXIMUMMAXIMUM MOVEMENTREACTION(One Direction)C1E14"10"6 0.12" x 13.630" x 9.630"88k2E16"10"6 0.12" x 15.630" x 9.630"107k1.22"3E20"10"6 0.12" x 19.630" x 9.630"145k1.22"4E24"10"6 0.12" x 23.630" x 9.630"185k1.22"11"7 0.12" x 23.630" x 10.630"219k1.44"1.22"1 30’ mold draftall sides (optional)(for Pads 1F-5F)AAAA3.18"A0.23"AAAA1 30’ mold draftSECTION Y-Yall sides (optional)AAAKENTUCKYDEPARTMENT OF HIGHWAYSSPECIFICATIONS:Fabricate the Elastomeric Bearing Pads to the designELASTOMERIC BEARINGand dimensions as shown on these drawings and to AASHTO StandardPADS FORSpecifications for Highway Bridges, Division II, Section 18.0.24"AAAAAAAAAA AA AAA0.125" Min.GENERAL NOTESAAAC Metallic bonded shimsA0.24"AA3.720"A0.185"0.310’B0.185"A0.40" (typ.)(for Pads 1E-4E)A(top & bottom)AAA0.125" Sealing* Use actual reactions to determine anchorage requirements for pads.AA AA ARib (optional)AA0.125" Min.A24"0.265’AC Metallic bonded shims0.23"A0.185"AA0.185"0.40" (Typ.)5EBA(top & bottom)SECTION Y-YA0.125" SealingAAARib (optional)0.125" Min.AAA0.28"AAA AAAA0.28"AC Metallic bonded shimsAAAA0.185"0.185"AA0.100’AB0.40" (Typ.)0.185"AAAA(top & bottom)MAXIMUM MOVEMENTREACTION* Use actual reactions to determine anchorage requirements for pads.A0.125" SealingAARib (optional)*MAXIMUMCEnsure bearings are low temperature Grade 3 with durometer hardnessof 50 and subjected to the load testing requirements correspondingPRESTRESSED BEAMSSTANDARD DRAWING NO.BBP-001-11to Design Method A.12-2-02SUBMITTEDSECTION Y-Y(for Pad 5E)1 30’ mold draftall sides (optional)DIRECTOR DIVISION OF BRIDGE DESIGNInclude the price of bearing pads in the bid for the beams.DATE12-2-02APPROVEDSTATE HIGHWAY ENGINEERDATE
Std. Wt. 2" Commercial Pipe Sleeve closedat one end and 5" long. Secure Pipe Sleeveto prevent floating while placing Concrete.Sleeve is to sit on Cork or Styrofoam.PipeSleeve is to be incidental to Diaphragm Concrete.DiaphragmAAAAEdge of Diaphragm and1" Cork orCork or StyrofoamStyrofoamunder diaphragmA1"AAAXAA5"AAEdge of BeamAAAADowelAAAAAAAAA1"AEnd of BeamAEnd of BeamAY1" Cork orDowelAAStyrofoamY! BeamTop of CapAEdge of BeamEpoxy Coated DowelX(as detailed on Plans)AZEdge of CapEdge of Diaphragm andAEdge of CapSECTION Z-ZAAAACork or StyrofoamAZunder diaphragm! Fixed Pier orIntermediate BentEnd of BeamPLANAA10"AABearing PadsAAEdge of BeamABearing PadAAA1"AA1" Cork orStyrofoam1" Cork orStyrofoamEnd of BeamAAAAAA1" Cork orAStyrofoam1" Cork or! BeamAAAAStyrofoamAAAA1"SECTION X-X1" Cork orKENTUCKYDEPARTMENT OF HIGHWAYSStyrofoamBearing PadsBEARING DETAILSSTANDARD DRAWING NO.SECTION Y-YBBP-002-0412-1-99SUBMITTEDDIRECTOR DIVISION OF BRIDGE DESIGNDATE12-1-99APPROVEDSTATE HIGHWAY ENGINEERDATE
0.185"AAADIMENSIONS FOR BOX-BEAM PADSYPADY! BeamABCD*MAXIMUM REACTIONMAXIMUM MOVEMENT(One Direction)0.185"AA1.290"123k0.500"A11’-10"7"3 0.12" x 21.630" x 6.630"A21’-10"7"5 0.12" x 21.630" x 6.630"2.090"123k0.750"B111"7"3 0.12" x 10.630" x 6.630"1.290"50k0.500"B211"7"5 0.12" x 10.630" x 6.630"2.090"50k0.750"* Use actual reactions to determine anchorage requirements for pads.AAA0.185"0.185"AAAAAAAAAADAA0.28 (Typ.)AC Metallic bonded shims0.185"A0.185"A(top & bottom)A0.125" SealingB0.185"AARib (optional)BA0.185"AAAAAMin. 0.125"AAA1 30’ mold draftSECTION Y-Yall sides (optional)AGENERAL NOTESAAAAAAA0.185"AC Metallic bonded shims0.28 (Typ.)A0.185"AAAAAASECTION Y-Y0.185"AAAAAMin. 0.125"AD(top & bottom)A0.125" SealingB0.185"AARib (optional)(for Pads A1-B1)1 30’ mold draftall sides (optional)(for Pads A2-B2)SPECIFICATIONS:Fabricate the Elastomeric Bearing Pads to the designKENTUCKYDEPARTMENT OF HIGHWAYSELASTOMERIC BEARINGand dimensions as shown on these drawings and to AASHTO StandardPADS FORSpecifications for Highway Bridges, Division II, Section 18.BOX BEAMSEnsure bearings are low temperature Grade 3 with durometer hardnessof 50 and subjected to the load testing requirements correspondingSTANDARD DRAWING NO.BBP-003-01to Design Method A.12-1-99SUBMITTEDDIRECTOR DIVISION OF BRIDGE DESIGNInclude the price of bearing pads in the bid for the beams.DATE12-1-99APPROVEDSTATE HIGHWAY ENGINEERDATE
PRECAST PRESTRESSED BOX BEAMSGeneral NotesSPECIFICATIONS:All references to the standard Specifications are to theCURBS:Pour curbs on B-type beams in the plant.Concrete must have thecurrent edition of the Kentucky Department of Highways Standard Specificationssame mix design as the beam section, except that the cylinder strength need notfor Road and Bridge Construction, with current supplemental specifications.exceed that for Class "AA" Concrete.All references to the AASHTO Specifications are to the current edition of theprice of beam.Include the cost of the curbs in theAASHTO Standard Specifications for Highway Bridges, with interims.GROUT:DESIGN LOADS:Beam sections are designed for HS25 live load or alternateProvide non-shrink grout for anchor dowels, shear keys, and tensioningrod block-outs conforming with Section 601.03.03 of the Specifications.When sideloading of two 24-kip axles spaced at 4 ft. apart, whichever produces theby side superstructure is utilized, grouting will be completed after lateralgreater stress.tension rods have been fully tightened and before leveling devices have beenThe HS25 live load is arrived by increasing the standardHS20-44 truck and lane loads as specified in the AASHTO Specifications by 25removed.Include the cost of furnishing and placing grout in the price of beam.percent.RAILING SYSTEM TYPE II:Furnish this material per these specifications.MATERIAL DESIGN SPECIFICATIONS:for Steel ReinforcementFYfor Prestressed Girder Concrete F’C60000 PSI F’CI for Prestressing SteelF’S5800 PSIITEMDESCRIPTIONPostW6x25ChannelDESIGN LENGTH:length.Beam lengths shown in the Standards represent total beamBeams are designed for spans from centerline of bearing to centerlineof bearing.Use the next greater designed section for non-Standard ompressive strength of 4500 PSI as shown by standard cylinders made and curedNutidentically with the girders; attain 5800 PSI at or prior to 28 days.NutApplyASTM A36Tubingnor releasing of end anchors until the concrete has attained a minimuman initial prestress force of 28000 lbs. per low relaxation strand.C7x9.8"x 7"StudTransferring bond stress to the concrete will not be allowed,ASTM A36PlateWashersCONSTRUCTION METHOD:MATERIAL SPECIFICATIONCOATING SPECIFICATION4500 PSI 270000 PSI2"x 5""ASTM A36ASTM A500 or A501ASTM A307ASTM A563, Grade A or betterASTM A563, Grade A or betterASTM A108 (1045 C.D. Bar)ASTM A108 (11L17 Steel)ASTM A510 (1018 Steel)for 1" Bolt ASTM A108 (12L14 Steel)for 1" Stud ASTM A325MWashersfor 1" Stud ASTM A325MA123A123A123A123A153A153A153B633, Type II, Class 25B633, Type II, Class 25B633, Type II, Class 25B633, Type II, Class 25B633, Type II, Class 25B633, Type II, Class 25Beams with honeycomb of such extent as to affect the strength ofresistance to deterioration will not be accepted.The allowance of .0005L(length) is made for shortening of beams due to shrinkage and elasticchange.Furnish shop plans showing a detensioning plan by numbering, in sequence,the strand pattern.PRESTRESSING STRANDS:Ensure prestressing strands to be ", Grade 270 low-relaxation strands conforming to AASHTO M 203.If an alternatestrand arrangement or strand type is preferred by the Contractor, thedesigner that developed the original plans will provide the design and alsorevise the original plans to reflect the changes.These design and planmodifications will be done at the Contractor’s expense.CORROSION INHIBITOR:Provide a corrosion inhibitor for B-type (non-composite) beamsin accordance with the current Special Note for Corrosion Inhibitors.BEVELED EDGES:Bevel all exposed edges ".Use the current edition of the referenceslisted below with these standards.REINFORCEMENT:clear distances.reinforcement.Dimensions shown from the face of concrete to reinforcement areSTANDARD DRAWINGSSpacing of reinforcement is from center to center ofAll steel reinforcement is to be epoxy coated in accordanceBBP-003Elastomeric Bearing PadsBHS-007Railing System Type IIused for fabrication purposes, only, provided that the steel is not used in the topBJE-001Armored Edge & Neoprene Joints5" of the beam and the location of the steel is indicated on the shop drawings.RBR-001Steel Beam GuardrailRBR-005Guardrail Componentswith Section 811.10 of the Specifications.a stirrup for purposes of bend diameters.Consider bars marked "C" to beNon-epoxy reinforcement may beKENTUCKYDEPARTMENT OF HIGHWAYSSPECIAL NOTESBOX BEAMfor Corrosion InhibitorsGENERAL NOTES& REFERENCESSTANDARD DRAWING NO.BDP-001-03SUBMITTEDDIRECTOR DIVISION OF BRIDGE DESIGNDATESTATE HIGHWAY ENGINEERDATEAPPROVED
! Pier Cap & ! Joint9"A! Pier or Pile Bent9"A9"AAEnd of BridgeAAAASeal with Self-Leveling1" JointAA1"Silicone SealantAFoam Baking RodSeal with Self-LevelingSilicone SealantAAAA1"9"Asurface, paint with approved bituminous material.AAfter cutting prestress strands flush withAAA1" x 3" Holes cast in all beams.AAFill holes with grout at fixed endFoam Backing Rodand hot-pour crack and joint sealerat expansion end.AAA12"(Typ.)AAand/or Cork.AA2"AABearing areas shall beDrill holes for dowels after placing beamsAAAAparallel to grade.Aand grout dowels into cap! Dowels (D)! Bearing Pads! Dowels (D)and/or Cork.AA! Dowels (D)AAAAElastomeric Bearing PadsAAAAA! Bearing! BearingPIER OR PILE BENTABUTMENT OR END BENTSTEPPED PIER OR PILE BENTTYPICAL BEARING DETAILS (NON-COMPOSITE)(Showing Location & Placement of Box Beams)9"End of BridgeMin. SlabAAAASeal with Silicone1"Rubber SealantAAAA5"9"ARubber SealantAAAAArmored Edgesee9"" Sawed jointSeal with SilconeAAAAsurface, paint with approved bituminous material.! Pier or Pile Bent9"AAfter cutting prestress strands flush withA" Sawed jointBJE-0011" x 3" Holes cast in all beams.1" PreformedFill holes with grout at fixed endCork ExpansionAAJoint Materialand hot-pour crack and joint sealerAat expansion end.A1" Preformed CorkAExpansion JointAMaterial. Nail toA12"(Typ.)AAand/or Cork.AAAADrill holes for dowels after placing beamsAAABearing areas shall beparallel to grade.! Dowels (D)! Bearing Pads! Dowels (D)Aand/or Cork.AA! BearingAAA! Dowels (D)Aend of either beam.AAand grout dowels into cap2"AAAElastomeric Bearing Pads! BearingPIER OR PILE BENTABUTMENT OR END BENTSTEPPED PIER OR PILE BENTTYPICAL BEARING DETAILS (COMPOSITE)(Showing Location & Placement of Box Beams)! Brg.APreformed Cork Expansion Joint Material1’-6" wide placed between Bearing Pads andmayBrg. Pad (B1)Aescape of mortar or joint sealer. Corkbetween beams of multiple spanA! Beambeneath dowel pin holes to prevent theMetal shims may be requiredMetal shims (8" x 12") maybe cemented to bottom of beam.bridges to align exterior beams.be required over bearingpads or cork on skewedbridges to insure uniformBrg. Pad e "A1"Shape "B1"AAAAAAAACorkShape "B1"CorkShape "B1"PAD PLACEMENT FOR SKEWSKENTUCKYDEPARTMENT OF HIGHWAYSPads "B1" are to always be placed perpendicularBOX BEAMto ! beam with center of pad over ! bearing.(0 Skew)(Skewed Spans)BEARINGFor Elastomeric BearingPad Details of Shapes A1 & B1,DETAILSsee Std. Dwg.BBP-003.SHOWING PADS FOR BEAM TYPES B27-B42 & CB27-CB42Use " x 1’-6" preformed cork for beam types B12-B21 & CB12-CB21 for bearing.GENERAL NOTESSTANDARD DRAWING NO.BDP-002-03Provide metal shims conforming to ASTM A36 and galvanizein accordance with ASTM A123.As alternates, cork, polymer, orelastomer shims may be used.12-2-02SUBMITTEDDIRECTOR DIVISION OF BRIDGE DESIGNInclude the cost offurnishing and placing these shims in the price per beam.DATE12-2-02APPROVEDSTATE HIGHWAY ENGINEERDATE
Diaphragms may be omitted1’-6"if void is cut to allow drainA8" AA1’-1"Ato be encased with a minimum2" of concrete.AA1’-6"9"AAA1’-1" AAProvide drains on both sides of bridge4"A2"‘ x 1" Block-outwith normal crown and on low side onlyAfor superelevated bridges. Space drainsAAfor Lifting DevicesA9" AAat maximum 12’-6" on centers with a minimunSECTION THRU BEAMof one placed each gutter line per span.AAA12"AAhighway or railroad.12"! Drain With CurbAInclude the costof pipe and fittings in the price of beam.AAAA90 Top of Beam2’-0"or SlabAAA! Drain1"A2’-0"(Typ.)A90 (Typ.)Omit drains when span crosses over adrainA12"VoidAA12"12"AA12"AAProvide 1"‘ drainsAAADivision of Materials.TYPICAL STRAIGHT ENDAon 12" beams.A3"ANOTE: Void omittedOver 50 ft.LineAof a type approved by the50 ft. or UnderGutterAof each void.AALocate two drains at each endHoles for DowelsA12"AVOID DRAIN DETAILA! 1" x 3" Slotted12"AAAAA12"TOP VIEW OF DRAINNPS Designation 4 StandardSee Applicable Std.for Stirrup SpacingDRAIN DETAILScoupling and nipple in accordance2"with ASTM A53.! 1" x 3" SlottedNipple to beinstalled in field(For Spans With Curbs)Holes for Dowels2"‘ x 1" Block-out9"1"SECTION THRU DRAINEXTERIOR BOX BEAM(Showing coupling in barrier)12"AA3"for Lifting DevicesANote: Inserts are toperpendicular2’-0"11"3’-9"be plated or galvanizedSteel Beam3"ANuts to be tightened3"AAto ! beam.ATransition12" NOTE: Omit shear keyas required for levelingon exterior faceof beams.of exterior beam.AAStirrups1"‘ Rod (Threaded)"AASTM A-361"These stirrupsAparallel to skew.ASteel SupportA9"A4"Amin.Timber orRecess to be grouted4"2"AThis stirrupafter leveling of beams.AA1’-6"A1" x 6" LongBolt ASTM A-3254"Thread intoTYPICAL SKEWED END FOR BEAMS OVER 50 FEETsleeve.(Right Skew Shown, Left Opposite Hand)A2"Steel Beam3"A3"AAA3"1"A12"Timber orASTM A-36Steel SupportAafter leveling of beams.1"2’-0"11"3’-9"ARecess to be groutedAB12 8"SHEAR KEY DETAILA1" x 6" LongBolt ASTM A-325Thread intoStirrupssleeve.12"Transition2"A1"‘ Rod (Threaded)AAAAto ! beam."of beams. perpendicularon 12" beams.as required for leveling9"This stirrupNOTE: Void omittedNuts to be tightenedA! 1" x 3" SlottedHoles for Dowels2"‘ x 1" Block-outfor Lifting DevicesASee Applicable Std.for Stirrup SpacingThese stirrupsLEVELING DEVICE DETAILSKENTUCKYDEPARTMENT OF HIGHWAYSparallel to skew.min.Locate inserts at the center of beams up12"AA1’-6"BOX BEAMto 50 ft. and at diaphragm locations of beamsover 50 ft.Include the cost of materials and laborMISCELLANEOUSinvolved in leveling beams in the price for beams.Submit alternate leveling devices to the Division ofBridge Design for approval.DETAILSTYPICAL SKEWED END FOR BEAMS 50 FEET OR LESS(Right Skew Shown, Left Opposite Hand)STANDARD DRAWING NO.BDP-003-03SUBMITTEDDIRECTOR DIVISION OF BRIDGE DESIGNDATEAPPROVEDSTATE HIGHWAY ENGINEERDATE
GENERAL NOTESLATERAL TENSIONING RODS:After the deck units are in place, applya preliminary tension to the lateral tensioning rods.For ease of installing Lateral TensioningPerform finalRods, a 2" x 6" hand hole maytensioning that yields 20,000 psi as developed by a torque of 200 ft./lbs.be blocked out between units. (Typ.)Provide lateral tensioning rods and plates conforming to ASTM A36 withheavy hex nuts conforming to ASTM A307.! Lateral Tensioning Rods1’-6"AAAA(Typ.)Exterior BeamA8" (Typ.)A4’-0" x Number of BeamsAAA2"1"AAAAA3"Grout After Final Tensioning (Typ.)AAPL 1" x 6" x 6"(1"‘ Hole) AA 1" Rod" Min.AAAAAAAAAA(Typ.)" Max.4"3"‘AA 6"(Typ.)A AAAAA6" ThreadPL" x 3" x 3"1’-6"AArrange Lateral Tensioning Rods so(Typ.)A0 -10 Skew(1"‘ Hole)3" ThreadSECTIONAL PLAN SHOWING LATERAL TENSIONINGskew is 15 or less.(typ.)When void is 2’-0" longMETHOD FOR SKEWED SPANSor less void may beover 10 Skew2" Thread(Typ.)Omit these voids when" Max.Athat these voids are of equal lengthsThis Endomitted on any skew.Hex Nut (Heavy)(Typ.)Preliminary tightening from this endMake Final Tensioning From This EndCut-off rod after final tightening (each end)SECTION THRU LATERAL TENSIONING RODArrange Lateral Tensioning Rods sothat these voids are of equal lengths1’-6" AVoid drainsAAAA(Typ.)Top of Beam 8" (Typ.) AOutline PL 1" x 6" x 6"A6" B12 & CB128" B17 & CB1710" B21 & CB21Outline PL" x 3" x 3"12" B27 & CB27A12" B33 & CB3312" B42 & CB42AA3" Holethru Beam1"A3"AAAAKENTUCKYDEPARTMENT OF HIGHWAYSBOX BEAMAATENSION RODOne lateral tensioning rod per beam 50 ft. long or less1"3"AAAMETHOD FOR STRAIGHT SPANS(The above arrangement is applicable from 0 skews to and Including 10 skews)DETAILSATwo lateral tensioning rods per beams over 50 ft. long.SECTIONAL PLAN SHOWING LATERAL TENSIONINGSECTIONAL END PLAN(Lateral Tension Rod Details)STANDARD DRAWING NO.BDP-004-0312-2-02SUBMITTEDDIRECTOR DIVISION OF BRIDGE DESIGNDATE12-2-02APPROVEDSTATE HIGHWAY ENGINEERDATE
8"A3"AA" ‘ holesABAAAAin tube3"8 x 4 x .1875 tubing, 6" longat each post on bridge.AAA" bolt 10" long with rectangularAA4"AAARBR-001AAplate washer as detailed on StandardAAADwg. RBR-005" bolts6" boltwasherATo be neatly roundedC 7 x 9.8Pour curb after initialprestress has beenreleased.Awith machine threadsfull length and twoAhex. nuts and washers4"1"A1’-9"with an edging tool.8"Two 1"‘ x 8" StudsAper stud.Tack WeldA#5 BarFascia!CAAAA8"#5 BarAA6"AAor SlabCATop of BeamAAASECTION A-AAAA1" x 8" stud with machinethreads full length and two2"3’-5"Standard Dwg.AA3’-3" for beam or slab thickness less than 14"4"7"AAAGuardrail see! AnchorInserthex. nuts and washers per stud.AFerruleAnchors"A3"AAWireInsert5" /-A1’-3"AA(Type B for Box)AElectricalAA! AnchorASleeve nut with right handor 12" Box)A4"resistance weld(Type A for SlabW6x25AAAAAA 2 per postAless than 14"AAPL" x 7"Aslab thickness2"min.A8"Threaded length 3" min.! Type AAA2"AA6" for beam orAAA1" x 12" min. machine bolt5"Amachine thread.BSECTION C-C(Made fromhex. or square stock, min. 1.70"TYPICAL SECTIONdistance across flats.)TYPE B ANCHOR DETAILTYPE A ANCHOR DETAILInclude reinforcement shown on this sheetThis requirement applies to" holesside-by-side box beam superstructures, onlyAllow sliding between the tube"and channel when tighteningx height 1"AA3"AAAAAAAAttach guardrail between these limits to the beams bef
standard drawings kentucky standard drawings roadway traffic barriers drainage fences grates general pavement roadside development see overleaf and chain link fence rfc-series bridges superelevation curve widening rgs-series and medians, curbs, approaches, etc. rpm-series ttc-series erosion control rre-series gates rfg-series woven wire fence .
176 Raymond Building Lexington KY 40506 859.257.6898 www.ktc.uky.edu KENTUCKY Kentucky Kentucky Transportation Center College of Engineering, University of Kentucky Lexington, Kentucky in cooperation with Kentucky Transportation Cabinet Commonwealth of Kentucky The Kentucky Transportation Center is committed to a policy of providing .Author: Victoria Lasley, Steven Waddle, Tim Taylor, Roy E. Sturgill
176 Raymond Building Lexington KY 40506 859.257.6898 www.ktc.uky.edu KENTUCKY Kentucky Kentucky Transportation Center College of Engineering, University of Kentucky Lexington, Kentucky in cooperation with Kentucky Transportation Cabinet Commonwealth of Kentucky The Kentucky Transp
Embassy Suites Hotel 1801 Newtown Pike Lexington, Kentucky 40511 (859) 455-5000 FAX (859) 455-5122 Reservations: 800-EMBASSY KENTUCKY STATE HORTICULTURAL SOCIETY 163rd Annual Meeting KENTUCKY VEGETABLE GROWERS ASSOCIATION 48th Annual Meeting ORGANIC ASSOCIATION OF KENTUCKY KENTUCKY WINE ASSOCIATION and KENTUCKY
The Health of Kentucky 2 Kentucky Institute of Medicine Kentucky Institute of Medicine Lexington, KY 859-323-5567 www.kyiom.org 2007 The Health of Kentucky: A County Assessment was funded in part by a grant from the Foundation for a Healthy Kentucky. The Foundation's mission is to address the unmet healthcare needs of Kentucky.
Pikeville, Kentucky Sociology Kelly K. Bacigalupi Pikeville, Kentucky History/Political Science Clifton M. Blackburn Pikeville, Kentucky Biology Alison K. M. Booth Beauty, Kentucky Biology Caitlyn Brianna Bowman McAndrews, Kentucky Psychology Zakary Austin Bray Jamestown, Kentucky Communication * Kaitlyn D. Brown Whitesburg, Kentucky .
Embassy Suites Hotel 1801 Newtown Pike Lexington, Kentucky 40511 (859) 455-5000 FAX (859) 455-5122 Reservations: 800-EMBASSY KENTUCKY STATE HORTICULTURAL SOCIETY 161st Annual Meeting KENTUCKY VEGETABLE GROWERS ASSOCIATION 46th Annual Meeting ORGANIC ASSOCIATION OF KENTUCKY 8th Annual Meeting KENTUCKY WINERIES ASSOCIATION
12.2 ENGINEERING DRAWINGS Successful bridge fabrication and construction depend on the accuracy and completeness of the engineering drawings. Two types of drawings are normally used: design drawings and shop drawings. Design drawings show the structure configuration and provide information necessary for field assembly.
opinions about the courts in a survey conducted by the National . criminal justice system, and that black women are imprisoned at a rate seven times greater than white women. The report indicates there has been an increase in their incarceration rate in excess of 400% in recent years. Further, three-fourths of the women, according to the report, were mothers, and two-thirds had children .
