Preformed Joint
Filler (See Note #6) Concrete D L L L Top Of Top Of Top Of L/2 Transverse Joint Pavement Pavement Approx. 3" Pavement L/2 L/2
1 8 Steel Tie Bar " Plain Steel Dowel Bar R Plain Steel Dowel Longitudinal Joint R " 3 1 8 Dowel Bars (See Note #3) 4" (See Note #7) Bar (See Note #8) D D D ic ff 2 2 ra 2 Metal Or 2 / / T / of / D D D D
on Plastic Cap Tie Bars ti ec ir D
12" Approved Tie Bar Support Sheet Metal Bottom Approved Dowel Strip (See Note #8) Support And Spacer NOTES: BUTT CONSTRUCTION JOINT EXPANSION JOINT BUTT CONSTRUCTION JOINT 1. For joint seal dimensions see Sheet 2. (See Note #6) (Used At Discountiuance Of Work)
2. For slabs poured simultaneously, tie bars may be inserted in the plastic concrete by means 1 1 Initial 8" Saw Cut Or 4" Max. approved by the Engineer. L L 1 1 Formed Groove (Depth 4 to 3 D) 3. For Longitudinal Joints: L/2 1 L/2 8" Initial Cut L 1 1 A. Tie bars are deformed #4 or #5 reinforcing Top Of Top Of (Depth 4 to 3 D) L/2 Top Of
steel bars meeting the requirements of Plain Steel Dowel Bar " Pavement Pavement Plain Steel Dowel Bar Approx. 3" 8
1 Pavement Specifications, Section 931. (See Note #8) (See Note #8)
B. Provide a standard load transfer tied joint 1 Parting Strip (4" Max. Thick) with #4 bars 25" in length at 24" spacing Steel Tie Bar 1 1 or #5 bars 30" in length at 38" spacing. (Depth 4 to 3 D) (See Note #3)
4. Transverse joints are to be spaced at a D D maximum of 15'. Dowels are required at D all transverse joints unless otherwise 2 2 2 Anticipated Anticipated / 2 / noted in the plans. / / D D D Break Break D
5. Expansion joints to be placed on approaches to bridges, at street intersections and other Approved Tie locations indicated in the plans. Anticipated Break Bar Support 6. Punch clean holes in preformed joint filler greater than bar diameter. LANE-TIE JOINT CONTRACTION JOINT CONTRACTION JOINT (See Note #2) (Vibro Case Method) (Sawed Method) 7. Coat and lubricate plain steel dowel bars in accordance with Specifications, Section 350. LONGITUDINAL JOINTS TRANSVERSE JOINTS 8. Sheet metal bottom strips in accordance with Specifications, Section 931.
DOWELS (LENGTH 18")
Pavement Thickness Diameter "D"
1 3 6"-6 2" 4" 7"-8" 1"
1 1 1 8 2"-10 2" 1 4"
1 ≥11" 1 2"
3" Min. 3" Min. 3" To 9" 3" To 9" 2" Min. 2" Min. Plastic 12" 12" 12" 12" 12" 12" 12" 12" 12" Plain Steel Dowel Bar Metal Plain Steel Dowel Bar " " 16 16 d 1 1 D D D � d I I + + d d
Crimped Puncture And Push Down Bar Stop 2
/ Plain Steel Dowel Bars 1 Bend Up Against End 8" On Both Sides D Of Pavement After Sheet Metal Bottom Strip For
M Forms Are Removed A
METAL PLASTIC Expansion Joints Only (See Note #9) 49 : 25 : 10 DOWEL BARS CAPS DOWEL BAR LAYOUT 2017 / 23 / 10
LAST DESCRIPTION:
ON INDEX SHEET
I FY 2018-19 REVISION S
I CONCRETE PAVEMENT JOINTS 11/01/17 V STANDARD PLANS E 350-001 1of4 R 10 / 23 / 2017 10 : 25 : 49 A M 11/01/17 REVISION LAST Concrete Pavement Note: R E V I S I ON DESCRIPTION: Existing Joint 1 8 " to value of2.0andaminimum1.0. so thattheshapefactorw/thasamaximum conditions. Dimensiondwillbeconstructed established bytheEngineerbasedonfield Dimension wwillbeshownintheplansor d =w Or Crack TAPE BONDBREAKER 1
FOR REHABILITATIONPROJECTS d 4 " BACKER RODBONDBREAKER t 3 4 " UnlessSpecifiedOtherwiseInThePlans 1 8 d " to w 1 4 t " (w + Tape BondBreaker As SpecifiedInThePlans Joint SealantMaterialToBe Saw CutOrFormedJoint w 1 8 ") Backer RodBondBreaker As SpecifiedInThePlans Joint SealantMaterialToBe CONCRETE-ASPHALT SHOULDERJOINTS Saw CutJoint Asphalt ShoulderPavement EITHER TAPEORBACKERRODBONDBREAKERREQUIRED; SHOULDER MUSTBEREPAIREDIFPROPERJOINTSHAPE JOINT SEALDIMENSIONS FOR NEWANDREHABILITATIONPROJECTS; CAN NOTBEATTAINED Not RequiredForConstructionJoints. 1 4 to 1 3 Saw CutOrPartingStrip D(D=Conc.Pavt.Thick.) PREFORMED ELASTOMERICCOMPRESSIONSEAL Concrete Pavement STANDARD PLANS CONCRETE-CONCRETE JOINTS FY 2018-19 d =w 1 8 3 " to 4 " UnlessSpecifiedOtherwiseInThePlans 1 1
1 2 " ± 8 " 1 4 " TAPE BONDBREAKER 1 FOR NEWPROJECTS 8 " to d 1 4 t " Compression Seal 9 16 w " PreformedElastomeric 1 Saw CutOrFormedJoint 4 "Min., (w + Tape BondBreaker As SpecifiedInThePlans Joint SealantMaterialToBe 11 32 Saw CutJoint " Max. 1 Asphalt ShoulderPavement 8 ") CONCRETE PAVEMENT JOINTS Saw CutOrPartingStrip RequiredForConstructionJoints OrExistingJointsCracks. Sealant BeadThickness (D=Conc.Pavt.Thick.)Not Backer RodPlacementDepth BACKER RODBONDBREAKER Joint Depth FOR NEWANDREHABILITATIONPROJECTS 1 8 WIDTH 1 JOINT " to 4 >1 to field conditions. on theplansorestablishedbyEngineerbased For rehabilitationprojectsthejointwidthwillbeshown 3 for newconstructionwillbe Unless otherwiseindicatedontheplansjointwidth 1 7 5 3 3 1 1 8 2 8 8 8 4 4 " forallotherjoints. 1 1 4 3 " D (CONCRETE-CONCRETE JOINTS) THICKNESS BACKER RODBONDBREAKER SEALANT BEAD 7 5 1 1 3 1 1 1 16 16 2 2 8 4 4 4 JOINT DIMENSIONS(INCHES) ROD DIA. BACKER 1 1 1 1 5 3 3 1 1 1 1 2 8 8 4 4 4 8 + 1 Backer RodBondBreaker As SpecifiedInThePlans Joint SealantMaterialToBe 4 Joint Width " forconstructionjoints, MINIMUM DEPTH JOINT 1 1 1 1 1 2+ 2 1 1 3 3 1 1 350-001 2 4 4 4 4 INDEX BACKER ROD PLACEMENT DEPTH 11 9 1 1 1 5 3 3 16 2 2 2 8 16 4 4 2 SHEET of 4 10 / 23 / 2017 10 : 25 : 50 A M 11/01/17 REVISION LAST ALTERNATE KEYWAYANDHOOKBOLT NOTES 3. 2. 1. Note: 0.25 D " D " All manholes,meterboxesand otherprojectionsintothepavementshallbeboxed-inwith Arrangement oflongitudinaljoints aretobeasdirectedbytheEngineer. Longitudinal jointswillnotbe requiredforsinglelanepavement14'orlessinwidth.For entranceandexitrampjointdetails,seeSheet4. Hook Bolt to placingofconcreteintheadjacentlane. assembly shallbeinstalledimmediatelyprior The remainingportionofthehookbolt bolt andplasticinsertshallberemoved. the Keywaywillretainitsshape,hex After theconcretehassettoextentthat Sealer R E V I S I ON DESCRIPTION: KEYED JOINT 1 8 Threaded " R 1 4 Plastic Insert " Sleeve 0.1 D 0.375 D 1:3 Slope 1" Transverse Doweled Contraction Joints Transverse Doweled Contraction Joints Hex Bolt Inside FaceOfSlipForm To Form Guide BarFastened To Form Guide BarFastened STEEL HOOKBOLTASSEMBLY
JOINT ARRANGEMENT
AT THRUINTERSECTION
JOINT LAYOUT R R
2 " 9 16 " and meetthematerialthreadrequirementsofASTMA563. Threaded sleevesshalldevelopthefullstrengthofbolt Anchor boltsshallbeGradeCinaccordancewithASTMA307. Untied KeyedJoint Joints Tied Longitudinal Untied KeyedJoint Joints Tied Longitudinal 9 16 " 6" 1 2 " preformedexpansionjointmaterial. STANDARD PLANS AT 'T'INTERSECTIONS 7 8 " 1 FY 2018-19 7 5
8 8 " " JOINT LAYOUT 7 8 " 1 1 16 "
R Untied KeyedJoint Joints Tied Longitudinal 8" Contraction Joint Transverse Doweled Expansion Joint Transverse Doweled 9 16 "
2 " 9 16 " CONCRETE PAVEMENT JOINTS Note:
D D the StateConstructionOfficein accordancewithsection(C)oftheProductEvaluationProcedure. Proprietary contractionandexpansion assembliesmaybeused.Productsshallintroduced to Joint Seal Leg SECTION CC SECTION AA Joint Staking Pin CONTRACTION ASSEMBLY Joint Filler Preformed EXPANSION ASSEMBLY
D / 2 D 2
Staking Pin / Expansion Cap Joint Filler Spacer Bars Spacer Bars D B SECTION BB 12" SECTION DD 12" TOP VIEW TOP VIEW Tie Wire Center SpacerBar Filler SupportTie Filler SupportWire 350-001 Tie Wire INDEX 12" 12" A A C C 3 D B SHEET of 4 10 / 23 / 2017 10 : 25 : 50 A M 11/01/17 Transition From*to12' REVISION * 12 ' 12 ' 12 ' * 12 LAST Auxiliary Lane ' WideOver3Slabs * 12 '
3 M i n R E V I S I ON ' . DESCRIPTION: * 12 '
R P a a
m v
t p . R a
m * 13'withtiedConcreteShoulders or14'withAsphaltShoulders. p
P a M v P t a a
. v i t n . l
3-THRU LANESWITH AUXILIARY LANEAND2-LANEEXITRAMP i M n 3 i n . e ' M PCC GorePavt. a i P
Contraction Joint(Typ.) n li CC n e G 2-THRU LANESWITHSINGLELANEEXITRAMP o P r a e v t . P a
v 2-THRU LANESWITHSINGLELANEENTRANCERAMP t .
3 ' M i n . ENTRANCE RAMPWITHADDEDLANE Longitudinal Joint Longitudinal Joint 3 ' M i n . Contraction Joint(Typ.) Contraction Joint(Typ.) 3 ' M i n . STANDARD PLANS
3 M i n . FY 2018-19 ' 3 ' M i n .
3 ' M i n .
5
0 PCC GorePavt.
:
1 PCC GorePavt.
* 12 ' 12 ' T a
p
e 3 M i n . r '
JOINT LAYOUTAT ENTRANCEANDEXITRAMPTERMINALS * 12 '
M
a
M i
Longitudinal Joint
a n
CONCRETE PAVEMENT JOINTS
i li
n
n
li
e
n
e
P *
a
P
v
a Longitudinal Joint
t
v .
t
. R Transition From*to12'WideOver3Slabs
Auxiliary Lane R
a 3 M n m i
a ' .
m
p
p
P
P a
ENTRANCE TAPERWITHAUXILIARYLANE
v a
t
v
.
t Longitudinal Joint . EXIT TAPERWITHAUXILIARYLANE
* 12 ' Contraction Joint(Typ.) Transition From*to12'WideOver3Slabs 25
:
1
R
T a
a
t p e
e Longitudinal Joint
r V
Note:
a
r
i
e s Wide Over3Slabs Transition From12'to* be constructedalongcenterlineoframp. On singlelaneramps,longitudinaljointto Contraction Joint(Typ.) Contraction Joint(Typ.) Auxiliary Lane Contraction Joint(Typ.) 3 ' M i n . 350-001
INDEX * 12 ' * 12 ' 3 ' M i n .
* 4 3 M i n . SHEET 3 M i n . '
of '
4 * 12 ' * 12 ' 12 ' 10 / 23 / 2017 10 : 25 : 53 A M 11/01/17 REVISION LAST Existing LongitudinalJoint Existing TransverseJoint Existing TransverseJoint Existing TransverseJoint
R E V I S I ON FIGURE 10.2-REPAIRMETHOD:NONEORCLEANANDSEAL DESCRIPTION: FIGURE 10.4-PARTIAL SLABFULLDEPTHREPLACEMENT FIGURE 10.3-FULLSLABDEPTHREPLACEMENT Repair Area Full-Depth Transverse (10'-0" Max.) 6'-0" (Min.) During SlabReplacement Epoxy SawOverrun(Typical) 6'-0" (Min.) 1 2 Crack L (Along AllLongitudinalandTransverseJoints) Bond Breaker (Along AllLongitudinalandTransverseJoints) Bond Breaker L 6'-0" (Min.) Remainder Epoxy SawOverrun(Typ.) Control Joint Transverse 6'-0" (Min.) Remainder Between ExistingDowelBarLocations) New DowelBars(EquallySpaced Existing LongitudinalJoint 12" (Typ.) Between ExistingDowelBarLocations) New DowelBars(EquallySpaced 12" (Typ.) STANDARD PLANS FY 2018-19 GENERAL NOTES 8. Installtiebarsatlongitudinal jointswhentwofulladjacentormultiplereplacedslabs. 7. Duringslabreplacementoperations, fillanysawcutoverrunsintoadjacentslabswith epoxy. 6. Iftheroadwaycontractincludes grinding,thentheslabreplacementshallbeperformed first. removedandreplacedbythecontractorathisexpense. 5. Removalofthedamagedconcretepavementshallbebylifting. Anygoodconcretepavementwhichisdamagedduringremovalofareasshallbe requiredtobringproposedconcreteslabupfinishedgrade. slab.Theconcreteslabshallbeplacedtothefulldepthof thematerialremoved.Noadditionalcompensationwillbeallowedforconcrete 4. Noadditionalbaseorsubgradematerialshallbeaddedand allloosebaseorsubgradematerialshallberemovedpriortoplacementofthenewconcrete beallowedtopenetratemorethan0.5in.intothebase. ifwheelsawcutsaremade,diamondmustbemade 18in.outsidethewheelsawcuts.Topreventdamagetobase,mustnot adjacentlane,unlessthelaneisslatedforrepair.Thewheel sawcutsproducearaggededgethatpromotesexcessivespallingalongjoints.Hence, pressurereliefcutwithintherepairboundaries.Acarbide-tipped wheelsawmaybeusedforthispurpose,butthemustnotintrudeon 3. Repairboundariesshallbesawedfull-depthwithdiamond sawblades.Onhotdays,itmaynotbepossibletomakethiscutwithoutfirstmakingawide, 2. Fulldepthrepairsconsistofremovingandreplacingatleastaportiontheexistingslabtobottomconcrete. 1. ForRepairandReplacementCriteriaseeSheet2. Existing LongitudinalJoint Existing LongitudinalJoint CONCRETE SLAB REPLACEMENT FIGURE 10.5-FULL-DEPTHREPAIRONBOTHSIDESOFTHEJOINT New FullSlab FIGURE 10.6-MULTIPLESLABFULLDEPTHREPLACEMENT Existing TransverseJoint Repair Area Full-Depth (Min.) 3'-0" 6'-0" (Min.) (Min.) 3'-0" L (Along AllLongitudinalandTransverseJoints) Bond Breaker Tie Bar Epoxy SawOverrun(Typ.) Epoxy SawOverrun(Typ.) 6'-0" (Min.) Remainder Between ExistingDowelBarLocations) New DowelBars(EquallySpaced 12" (Typ.) 12" (Typ.) 353-001 Dowel BarLocations) Between Existing (Equally Spaced New DowelBars INDEX 1 SHEET of 2 10 / 23 / 2017 10 : 25 : 54 A M 11/01/17 REVISION LAST
R E V I S I ON DESCRIPTION: MISCELLANEOUS DISTRESS SURFACE DETERIORATION JOINT DEFICIENCIES Intersecting RandomCracks DISTRESS PATTERN Water BleedingOrPumping Lane ToShoulderDrop-Off Pop OutsNonwheelPath Pop OutsWheelPath Spall NonwheelPath Spall WheelPath (Shattered Slab) CRACKING Corner Breaks Longitudinal Transverse Blowups Faulting accompanied byshatteringof the concrete. Upward movementattransverse jointsorcracksoften Seeping orejectionofwaterthroughjointscracks. Severe Moderate Light Severe Moderate Light Elevation differencesacrossjointsorcracks. Severe Light >3" diameterand2"indepth. Small piecesofsurfacepavementbrokenloose,normally Severe Light from 1to4in.diameterand Small piecesofsurfacepavementbrokenloose,normallyranging Severe Moderate Light Severe Moderate Light Cracking patternsthatdividetheslabintothreeormoresegments. 45° anglewiththedirectionoftraffic. adjacent longitudinalandtransversejoint,describinganapproximate A corneroftheslabisseparatedbyacrackthatintersects Severe Moderate Light Severe Moderate Light drop-off >3" 1" Conc. Pavt. W 4 1 2 " ( ) 9 " Approach Slab * (Doweled) Construction Joint (See Approach to placingpavement. second applicationimmediatelyprior pigmented curingcompound.Apply heavy coatingofwaxbasewhite Finish surfacesmooth.Curewith Slab Details) Skew Varies Varies Subslab V a r i e s To Bridge Concrete Pavement Bridge Seal Dimension BRIDGE APPROACH EXPANSION JOINT Plus COMPRESSION SEAL DETAIL Note: 1 2 " CONCRETE PAVEMENT thoroughly coatedwithalubricant-adhesive. compression sealandconcrete shallbe All contactingsurfacesbetweenthe JOINT DIMENSIONS OPTIONAL SEALS 1 2 " 1 2 1 1 2 4 3" 3" 3" " " Manufacturer's Specifications. Seal InstalledAsPer Polychloroprene Compression 13 3 1 3 32 " 3 8 " 3 4 " Or Grind1#4"Chamfer Tool To Concrete Pavement 1 4 " Radius 3. 2. 1. 2. 1. Bridge ApproachExpansionJoint,LF. Expansion jointtobepaidforunderthecontractunitprice reconstruction associatedwithjointreplacementorreconstruction. compression seal,but,notincludingroadwaypavement including reinforcedconcretesubslab,sheetmetalstripand expansion jointshallbefullcompensationforconstruction, at rightanglestothecenterlineofroadway.Paymentfor constructed acrosstheroadwayandshoulderpavements,measured Pay quantityforexpansionjointisthelengthoftobe Index 350-001. For informationonothertypesofconcretepavementjointssee the centerlineofroadwaypavementshallbedetermined. necessarily coincide.Priortotheplacementofexpansionjoint, The centerlineofroadwayandthebridgedonot pavement jointincluded. right anglestothecenterlineofroadwaypavement.Shoulder Pay quantityofexpansionjointtobecalculatedacrosspavementat constructed/reconstructed, andthelocationofexpansionjoints. the numberofslabstoberemoved,subslabs For rehabilitationprojects,thedesignermustindicateinplans GENERAL NOTES DESIGN NOTES 370-001 INDEX 1 SHEET of 1