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1 . Report No. FHW A/TX-07/ P2 [ 2. Government Accession No. 4. Title and Subtitle DESGN DETAL STANDARD SHEETS FOR CONCRETE PAVEMENT TRANSTON AREA Tecbnical Report Documentation Pa11e 3. Recipient's Catalog No. 5. Report Date August 2006 Resubmitted: November 2006 Published: March Performing Organization Code 7. Author(s) Youn su Jung and Dan G. Zollinger 9. Performing Organization Name and Address Texas Transportation nstitute The Texas A&M University System College Station, Texas Sponsoring Agency Name and Address Texas Department of Transportation Research and Technology mplementation Office P. 0. Box 5080 Austin, Texas ! 8. Performing Organization Report No. Report P2 10. Work Unit No. (TRAS). Contract or Grant No. Project Type of Report and Period Covered Product 14. Sponsoring Agency Code 15. Supplementary Notes Project performed in cooperation with the Texas Department of Transportation and the Federal Highway Administration. Project Title: Best Design and Construction Practices for Concrete Pavement Transition Area URL: Abstract Work under this task, "Design Detail Standard Sheets for Concrete Pavement Transition Area," focused on the development of the transition detail sheets according to the transition types and locations identified under the task of the survey of best practices in accordance with Texas Department of Transportation (TxDOT) standards. Auto CAD is used to create the detail sheets from the analysis performed and the conclusions developed under the task of the design and construction transition guidelines for concrete pavement. These designs do not replace or supersede any previously used transition. The following 13 most frequently constructed types of concrete pavement transitions are introduced and some have optional alternative designs. 1. Continuously Reinforced Concrete (CRC) Pavement to CRC Pavement Thickness Transition. 2. CRC Pavement to CRC Pavement Construction Joint Transition. 3. CRC Pavement to Jointed Concrete (JC) Pavement Transition. 4. CRC Pavement to Flexible Pavement Transition. 5. JC Pavement to Flexible Pavement Transition. 6. JC Pavement to JC Pavement Transition. 7. CRC Pavement to Bridge Approach Slab Transition. 8. JC Pavement to Bridge Approach Slab Transition. 9. ntersection Transition. 10. Overlay-Unbonded, Bonded, Asphalt Concrete (AC) Overlays Transition. 11. CRC Bonded Overlay to CRC Pavement Transition. 12. Drop nlet/drainage Box. 13. Ramp/Gore Area Transition. The sketches of the transition details are checked for consistency with the guidelines. The transition detail sheets will be evaluated by TxDOT for implementation. 17. KeyWords 18. Distribution Statement Concrete Pavement, Transition Area, Joint, Design, AutoCAD 19. Security Classif.( of this report) Unclassified Form DOT F (8-72) 1 No Restrictions. This document is available to the public through NTS: National Technical nformation Service Springfield, Virginia SecurityCiassif.(ofthis page) 121. No. of Pages Unclassified 34 l 22. Price Reproduction of completed page authorized

3 DESGN DETAL STANDARD SHEETS FOR CONCRETE PAVEMENT TRANSTON AREA by YounsuJung Graduate Assistant Research Texas Transportation nstitute and Dan G. Zollinger Associate Research Engineer Texas Transportation nstitute Product P2 Project Project Title: Best Design and Construction Practices for Concrete Pavement Transition Area Performed in cooperation with the Texas Department of Transportation and the Federal Highway Administration August2006 Resubmitted: November 2006 Published: March 2007 TEXAS TRANSPORTATON NSTTUTE The Texas A&M University System College Station, Texas

5 DSCLAMER The contents of this report reflect the views of the authors, who are responsible for the facts and the accuracy of the data presented herein. The contents do not necessarily reflect the official view or policies of the Federal Highway Administration (FHW A) or the Texas Department of Transportation (TxDOT). This report does not constitute a standard, specification, or regulation. ts contents are not intended for construction, bidding, or permit purposes. The use and names of specific products or manufacturers listed herein does not imply endorsement of those products or manufacturers. The engineer in charge of the project was Dan G. Zollinger, Texas P.E. # v

6 ACKNOWLEDGMENTS This project was conducted in cooperation with TxDOT and FHW A. The authors wish to express their appreciation to the Federal Highway Administration and the Texas Department of Transportation personnel for their support throughout this project, as well as the project coordinator, Charles Gaskin, P.E.; project director, Hua Chen, P.E.; and members of the project monitoring committee: Sage Diller; Darlene Goehl, P.E.; John Holt, P.E.; Larry Buttler, P.E.; and Hal Stanford, P.E. vi

7 TABLE OF CONTENTS Page 1. CRC Pavement to CRC Pavement (Thickness Transition) CRC Pavement to CRC Pavement (Header Joint- Option 1) CRC Pavement to CRC Pavement (Header Joint- Option 2) CRC Pavement to Jointed Concrete Pavement (Option 1) CRC Pavement to Jointed Concrete Pavement (Option 2) CRC Pavement to Jointed Concrete Pavement (Option 3) CRC Pavement to Flexible Pavement (Option 1- Sleeper Slab) CRC Pavement to Flexible Pavement (Option 1 -Wide Flange) CRC Pavement to Flexible Pavement (Option 2- Sleeper Slab) CRC Pavement to Flexible Pavement (Option 2- Wide Flange) JC Pavement to Flexible Pavement (Option!) JC Pavement to Flexible Pavement (Option 2) JC Pavement to JC Pavement (Thickness Transition) CRC Pavement to Bridge Approach Slab (Option 1) CRC Pavement to Bridge Approach Slab (Option 2) CRC Pavement to Bridge Approach Slab (Option 3) JC Pavement to Bridge Approach Slab ntersection (Option 1 -Joint Distance> 500ft) ntersection (Option 2- Joint Distance< 500ft) ntersection (Option 3) Overlay- Unbonded, Bonded, AC Overlays CRC Bonded Overlay to Single-Layered Steel CRC Pavement CRC Bonded Overlay to Double-Layered Steel CRC Pavement Drop nlet/drainage Box Ramp/Gore Area Transition Vll

9 TRANSVERSE TYPE 8 (DB) (f) 25" LAP SPLCE... T1 M EXST CRCP NEW CRCP 9"MN,2.5" ALL STEEL S N 'hdrll& 1 SAM - 18" 18" WHEEL PATH ONLy 12.5" 1 E PLANE!/EPOXY... \ \ d1" STEEL FOR T1 1 o' CENTER of SPLCE - ' "l 20 TRANSTON LENGTH - """ d2" STEEL FOR T2 T2 SUBBASE (REFER TO TYPCA L SECTON).ONC''Uilll Sllll. - AND - -T, N G)WED ON lfl- ~ artteft- tizill LA-.:s:s.t' Tt ~Of"~CC 't _Of"_CC_ CRC PAVEMENT TO CRC PAVEMENT (THCKNESS TRANSTON)

10 12" FROM THE EOGE EXST CRCP ~EW CRCP - 9"MN. 27"MN ~ ~ 18" 18" -- EDGE OF CRC PAVEMENT OR LONGTUDNAL JONT r-.> 0 WHEEL PATH: 36" WDTH AS A MNMUM, PLACE AD (36" SAME DA. &: SPACNG WTH LONGT. ST N EACH WHEEL PATH FOR LOAD TRANSFER ~ L u \ ; ) - - RENFORCNG STEEL \ 1\ \ \\.. 5'-6' (TYP)... \<D 25" LAP SPLCE \ DRLL &: EPOXY ALL STEEL S N SAME PLANE TRANSVERSE TYPE B (DB)..-n~D!NN !11. - AND - CRC PAVEMENT TO CRC PAVEMENT (HEADER JONT - OPTON 1) WHU!.PATH ~-.-

11 12" FROM THE EDGE 18" 18" EDGE OF CRC PAVEMENT OR LONGTUDNAL JONT 0 WHEEL PATH: 36" WDTH RENFORCNG STEEL V / /.,, \ AS A MNMUM, PLACE ADD (36" SAME DA. & SPACNG WTH LONGT. STEEL) N EACH WHEEL PATH FOR LOAD TRANSFER TRANSVERSE TYPE B (DB) ALL STEEL S N SAME PLANE P SPLCE ~ SU. Z:WJ- CRC PAVEMENT TO CRC PAVEMENT (HEADER JONT - OPTON 2) WH!!l...,.,. - DNX:10H

12 T CRC PAVEMENT / RENFORC"!.. STEEL 2" POLY FOAM COMPRESSON SEAL TRANSVERSE iype B (SS) / STEEL BEAM (AASHTO M 183M) ~/ / *" DA. X 8" STUDS 018" C.C. 7 NEW JONTED CONCRETE SLAB BAR "A" STANDARD TRANSVERSE iype B (SO) EXSTNG JONTED CONCRETE SLAB DOWEL (DRLL & EPOXY)..Jl>. MN 1" AC BOND BREAKER REFER TO iypcal SECTON L ~ : 30" " : 60" PROFLE VEW TRANSVERSE iype B (SS} SUBBASE (REFER TO iypcal SECTON) t( TRANSVERSE iype B (SO) NEW JONTED CONCRETE SLAB EXSTNG JONTED CONCRETE SLAB SLEEPER SLAB PLAN VEW +:r~l db T+&" S11!ll. - Df:"AL ~ ~1~. ~ - <'-,.- AT u c.c ro~ - - fe BM AT 12"C.C CRC PAVEMENT TO JONTED CONCRETE PAVEMENT (OPTON 1)

13 T CRC RENFORCNG STEEL TRANSVERSE TYPE B (WF) /4" /*" DA. X 8" STUDS 018" C.C. JONTED CONCRETE SLAB TRANSVERSE TYPE A (SO) / JONTED CONCRETE SLAB 9" \ 9" DOWEL SUBBASE (REFER TO TYPCAL SECTON) 2" POLY FOAM COMPRESSON SEAL PROFLE VEW 01 CRC PAVEMENT JONTED CONCRETE SLAB ~-~1~ JONTED CONCRETE SLAB TRANSVERSE TYPE B (WF) PLAN VEW /TRANSVERSE TYPE A (SO) JONTED CONCRETE SLAB +t-=1... -TN. DOU,-. 1 ll' X ' 'X... 12" "X1a" 12" 1'1l'X1a" 12" 1 tl' X 18' " X,.. 12" CRC PAVEMENT TO JONTED CONCRETE PAVEMENT {OPTON 2) SlEL - D:TM.

$RENFORC lng STEEL TRANSVERSE lype A (DB) TRANSVERSE lype B (SD) TRANSVERSE lype A (SD) 12' \ 12 / 15' / - -- -- CRCP 30% ZONE JONTED CONCRETE SLAB - ' (j) OPTONAL DOWEL DOWEL STANDARD CAP DOWEL$

14 RENFORC lng STEEL TRANSVERSE lype A (DB) TRANSVERSE lype B (SD) TRANSVERSE lype A (SD) 12' \ 12 / 15' / CRCP 30% ZONE JONTED CONCRETE SLAB - ' (j) OPTONAL DOWEL DOWEL STANDARD CAP DOWEL SUBBASE (REFER TO lypcal SECTON) T 0> CRCP LONGTUDNAL STEEL PROFLE VEW SAW CUTS OR NDUCED DESGN CRACK D,,, -t u t- ' D -u "''ii R R H "'-. ff 2. 15' TRANSVERSE lype B (SD) 1 00% STEEL ZONE/ 60% STEEL TRANSTON ZONE / 30% STEEL TRANSTON ZONE PLAN VEW <D PLACE OPTONAL DOWEL THROUGH 30% STEEL TRANSTON ZONE F' LOAD TRANSFER BY AGGREGATE NTERLOCKNG ONLY S NSUFFCENT BASED ON CURRENT DESGN SLAB LENGTH AND THCKNESS _.,_, ME1S QQ!!tZDM -~ -~ 0.711" 1U r. -- ~ 24' 10 7ll T 1M' 21" "......, " 18' 1: ' u u 1T 14, ") 8.11" OU8L 14' DOULE 14" 115,. (0.7ll1... llcu8, 1;r DOU&JE 13" 0.711".. 12." ---- CRC PAVEMENT TO JONTED CONCRETE PAVEMENT (OPTON 3)

15 ~ TRANSVERSE TYPE B (SS) 1d TRANSVERSE TYPE B (TAPERED) 5' ""-J T MN 1" AC CRC PAVEMENT RENFORC~ STEEL 2" POLY FOAM COMPRESSON SEAL BAR "A" BOND BREAKER, / 110" SUBBASE (REFER TO TYPCAL SECTON) REFER TO TYPCAL SECTONL :: " 30" :: :: 60" HMA BEVELED: EDGE '.: REFER TO TYPCAL SECTON,J! T,... t- " CRC PAVEMENT TO FLEXBLE PAVEMENT {OPTON 1 SLEEPER SLAB) " - ru- ry - - srm. - Df;!'M ,. - l<r 12"C.C - A - ftj- AT 12"C.C

16 / TRANSVERSE TYPE 8 (WF) 10' /. TRANSVERSE TYPE B (TAPERED) JONTED SLAB HMA ()) T 1 RENFORCNG STEEL ~~~ DA. X 8" STUDS 018" C.C. BEVELED: EDGE. REFER TO TYPCAL SECTON 2" POLY FOAM COMPRESSON SEAL SUBBASE (REFER TO TYPCAL SECTON) s t:j.. li!dl.-- - DOW!U - DOW!J- TN. a LDM - '1M a 1' )( 18' 12" 'X 18' 12" 10 1 )( a' 12' tl )( a' 12' 12 )( ' ll 'X a' 12" 14 "X a' 12" ttl ')( a' a" CRC PAVEMENT TO FLEXBLE PAVEMENT (OPTON 1 -WDE FLANGE)

17 TRANSVERSE TYPE C (1" ELASTOMERC CONCRETE) CRC PAVEMENT BEAM (MSHTO M 183M) (() T MN 1" AC RENFORC:::;..., STEEL 2" POLY FOAM COMPRESSON BOND BREAKER / 110 REFER TO TYPCAL SECTON L ' : 30" " : 60" X B" STUDS C 1 B" C.C. BAR "A" JONTED SLAB 11 SUBBASE (REFER TO TYPCAL SECTON)... s... REFER TO TYPCAL SECTON +ri- n a" snu-detal ll't- ~ '0~ ~~ -,.._ 16- ~a 1a c.c - A ii' 12"C.C CRC PAVEMENT TO FLEXBLE PAVEMENT (OPTON 2- SLEEPER SLAB)

18 / TRANSVERSE lype B (WF) TRANSVERSE lype C (1" ELASTOMERC CONCRETE) CRC... 0 T JONTED SLAB ~~~ DA. X 8" STUDS 018" C.C. RENFORCNG STEEL 2" POLY FOAM COMPRESSON SEAL SUBBASE (REFER TO lypcal SECTON) FLEXBLE PAVEMENT (REFER TO lypcal SECTON).. s.. REFER TO lypcal SECTON +l[j DOEJ- 'HCOllli TN S11!E CRC PAVEMENT TO FLEXBLE PAVEMENT (OPTON 2- WDE FLANGE)

19 B (SD) TRANSVERSE lype B (TAPERED) JC PAVEMENT JONTED SLAB HMA T / STANDARD CAPPED END DOWEL SUBBASE (REFER TO lypcal SECTON) BEVELED: EDGE REFER TO lypcal SECTON s JC PAVEMENT TO FLEXBLE PAVEMENT (OPTON 1)

20 TRANSVERSE TYPE A (SO) TRANSVERSE TYPE C ( 1" ELASTOMERC CONCRETE) 1\.) T JC PAVEMENT JONTED SLAB 9" 9" " sr. ~DARD CAPPED END DOWEL SUBBASE (REFER TO TYPCAL SECTON) FLEXBLE PAVEMENT (REFER TO TYPCAL SECTON) FER TO TYPCAL CTON - s... llowea~ JC PAVEMENT TO FLEXBLE PAVEMENT (OPTON 2)

21 ... tn, TRANSVERSE TYPE B (SO) DOWEL T1 ~ ~ STANDARD CAPPED END STANDARD CAPPED END 1 5' (LESS THAN MAXMUM JONT SPACNG), TRANSVERSE TYPE B (SO) DOWEL T2 --DOWEJ- TN. --~~ 1"lC18' ~,... lc 18' 12:' 10 1ll' lc, 12:' u 1 fl"lc, 12" t2 1 ll" lc,.. 12" 1a 1 fl"c 18'' 1:2' 14 1 )( 18'' 1:2' ll' lc, 12" JC PAVEMENT TO JC PAVEMENT (THCKNESS TRANSTON)

22 mt CRC PAVEMENT RENFORC:;... STEEL 2" POLY FOAM COMPRESSON SEAL TRANSVERSE TYPE B (SS) / STEEL BEAM (AASHTO M183M) ~/ 7 / *" DA. X 8" STUDS 018" C.C. JONTED CONCRETE SLAB BAR "A" STANDARD TRANSVERSE TYPE B (SO) BRDGE APPROACH SLAB 9" 9" DOWEL (DRLL & EPOXY)....f:a.. MN 1" AC BOND BREAKER 10" SUBBASE (REFER TO TYPCAL SECTON) REFER TO TYPCAL SECTON L l : 30" " : PROFLE VEW 60" /TRANSVERSE TYPE B (SS) JONTED CONCRETE SLAB.. --'-'--l._ / TRANSVERSE TYPE B (SO) BRDGE APPROACH SLAB SLEEPER SLAB PLAN VEW (J) F PCC PAVEMENT THCKNESS S DFFERENT WTH BRDGE APPROACH SLAB, EMPLOY PAVEMENT THCKNESS TRANSTON BEFORE THE TRANSTON TO BRDGE APPROACH SLAB ~--OF '" ti' 12".lr ~ A -15:.. T+3" 'r,. ~~,.. r:::r.""' ' r CRC PAVEMENT TO BRDGE APPROACH SLAB (OPTON 1) SDL- DErAL -,.._ f5 -l(f tli"c.o

23 TRANSVERSE TYPE B (WF) TRANSVERSE TYPE B (SO) /4' / *" DA. X 8" STUDS 018" c.c. <t>t CRC / RENFORCNG STEEL 6 ':' 2" POLY FOAM COMPRESSON SEAL JONTED CONCRETE SLAB 9" ~-!::: STANDARD CAPPED END SUBBASE (REFER TO TYPCAL SECTON) PROFLE VEW BRDGE APPROACH SLAB 9" DOWEL... (J CRC PAVEMENT JONTED CONCRETE SLAB ~1~1~ T JONTED CONCRETE SLAB /TRANSVERSE TYPE B (SO) BRDGE APPROACH SLAB PLAN VEW CD F PCC PAVEMENT THCKNESS S DFFERENT WTH BRDGE APPROACH SLAB, EMPLOY PAVEMENT THCKNESS TRANSTON BEFORE THE TRANSTON TO BRDGE APPROACH SLAB +l[j DOWilJ.._.. N:QUAEH'll CRC PAVEMENT TO BRDGE APPROACH SLAB (OPTON 2) li1'!l--

$TRANSVERSE TYPE A (DB) =- l- =- mt - l!=r 7~ j~, 12' \ 12 1 /,.....,....., CRCP.$

24 TRANSVERSE TYPE A (DB) =- l- =- mt - l!=r 7~ j~, 12' \ 12 1 /,.....,....., CRCP.30" STEEL lltransmon ZONE ) ;'\ (2) OPTONAL DOWEL (2) OPTONAL DOWEL TRANSVERSE TYPE B (SO) ~DARD CAP BRGDGE APPROACH SLAB RENFORCNG STEEL SUBBASE (REFER TO TYPCAL SECTON) PROFLE VEW SAW CUTS OR NDUCED DESGN TRANSVERSE TYPE B (SO) ' CRC PAVEMENT.. CBRDGE APPROACH SLAB _.. m CRCP LONGTUDNAL STEEL 100" STEEL ZONE l 60" STEEL TRANSTON ZONE, 120' " 120' ~ ~.30" STEEL TRANSTON ZONE PLAN VEW (j) F PCC PAVEMENT THCKNESS S DFFERENT WTH BRDGE APPROACH SLAB, EMPLOY PAVEMENT THCKNESS TRANSTON BEFORE THE TRANSTON TO BRDGE APPROACH SLAB Q) PLACE OPTONAL DOWEL THROUGH.30" STEEL TRANSTON ZONE F LOAD TRANSFER BY AGGREGATE NTERLOCKNG ONLY S NSUFFCENT BASED ON CURRENT DESGN SLAB LENGTH AND THCKNESS..-..-_ S1D. D MD- DCMl!U~ CRC PAVEMENT TO BRDGE APPROACH SLAB (OPTON 3)

25 TRANSVERSE TYPE A (SD) TRANSVERSE lype B (SO) ,J <l)~ JC SlAB/ : 'c ~ STANDARD CAPPED END DOWEL JC SLAB /:..., BRDGE APPROACH SLAB STANDARD CAPPED END SUBBASE (REFER TO lypcal SECTON) (1) F PCC PAVEMENT THCKNESS S DFFERENT WTH BRDGE APPROACH SLAB, EMPLOY PAVEMENT THCKNESS TRANSTON BEFORE THE TRANSTON TO BRDGE APPROACH SLAB -.. EQUii!N' -T, N til 1 ll" X 18" JC PAVEMENT TO BRDGE APPROACH SLAB

26 CROSS ROAD CRCP LONGTUDNAL TYPE C (TE) LONGTUDNAL TYPE 8 (TED) LONGTUDNAL TYPE C {WF OR SS OR TE) ()) LONGTUDNAL TYPE A OR TYPE B (TED) FRONTAGE ROAD CRCP... (Xl SPECAL AREA: ROUTE TRAFFC TO FACLTATE THE JONTNG PLAN, BUT AVOD ADDTONAL TRANSVERSE (.E. HEADER) JONTS N THS REGON, F POSSBLE FRONTAGE ROAD CRCP THE LENGTH BETWEEN LONGTUDNAL JONT S LARGER THAN 500 FT. ()) LONGTUDNAL TYPE C {WF OR SS OR TE) ~ (SO) CROSS ROAD CRCP ()) EMPLOY LONGTUDNAL TYPE C ( 1 " ELASTOMERC CONCRETE) WHEN CROSS ROAD TYPE S FLEXBLE PAVEMENT NTERSECTON (OPTON 1- JONT DSTANCE > 500 FT)

27 CROSS ROAD CRCP LONGTUDNAL TYPE C (TE) LONGTUDNAL TYPE C (WF OR SS OR TE) (1) LONGTUDNAL TYPE A OR TYPE B (TED) FRONTAGE ROAD CRCP _. (0 SPECAL AREA: ROUTE TRAFFC TO FACUTATE THE JONTNG PLAN, BUT AVOD ADDTONAL TRANSVERSE (.E. HEADER) JONTS N THS REGON, F POSSBLE. FRONTAGE ROAD CRCP (1) LONGTUDNAL TYPE C (WF OR SS OR TE) JCP ~ (1) LONGTUDNAL TYPE C (WF OR SS OR TE) 12' (SO) CONTRACTON DESGN: THE LENGTH BETWEEN LONGTUDNAL JONT S LESS THAN 500 FT. CROSS ROAD CRCP (1) EMPLOY LONGTUDNAL TYPE C ( 1" ELASTOMERC CONCRETE) WHEN CROSS ROAD TYPE S FLEXBLE PAVEMENT NTERSECTON (OPTON 2 - JONT DSTANCE < 500 FT)

CROSS ROAD CRCP LONGTUDNAL TYPE C LONGTUDNAL TYPE B (l) LONGTUDNAL TYPE A OR TYPE B (TED) FRONTAGE ROAD CRCP (l) LONGTUDNAL TYPE C (WF OR SS OR TE) SPECAL AREA: ROUTE TRAFFC TO FACUTATE THE JONTNG

28 CROSS ROAD CRCP LONGTUDNAL TYPE C LONGTUDNAL TYPE B (l) LONGTUDNAL TYPE A OR TYPE B (TED) FRONTAGE ROAD CRCP (l) LONGTUDNAL TYPE C (WF OR SS OR TE) SPECAL AREA: ROUTE TRAFFC TO FACUTATE THE JONTNG PLAN, BUT AVOD ADDTONAL TRANSVERSE (.E. HEADER) JONTS N THS REGON, F POSSBLE. (l) LONGTUDNAL TYPE C (WF OR SS OR TE) THE LENGTH BETWEEN TRANSVERSE JONT S LARGER THAN 500 FT. 1\J 0 FRONTAGE ROAD CRCP ())LONGTUDNAL TYPE C (WF OR SS OR TE) ~ (SO) CROSS ROAD CRCP DOWE.ll~ (l) EMPLOY LONGTUDNAL TYPE C ( 1" ELASTOMERC CONCRETE) WHEN FRONTAGE ROAD TYPE S FLEXBLE PAVEMENT NTERSECTON (OPTON 3)

29 TACK COAT AC OVERLAY 1... (]) TAPERED OVERLAY.., 7 PCC SLAB 7 CRACK RESSTANT LFT OF HOT MX OR HOT RUBBER SEAL COAT BONDED AC OVERLAY GRADE TRANSTON TRANSVERSE TYPE B TRANSVERSE TYPE B 1\)... MN. 3' r:c PAVEMENT v 7 MN. 1" AC BONO BREAKER (UNBONOED) JONTED CONCRETE THS DETAL ALSO APPUES TO UNBONDED OVERLAYS -- 11)--.NGH,....NGH ' 100'. ll' 1110 ' ' OVERLAY UNBONDED, BONDED, AC OVERLAYS

30 TRANSVERSE TYPE B (DB) MNMUM 33d" LAP SPLCE (25" BASED ON #6 BAR) MAXMUM 5' J J BONDED CONCRETE DRLL & EPOXY..-- l r== --- i ) \ ~ BENT STEEL PAVEMENT SPLCE SHALL BE N SAME PLANE SUBBASE (REFER TO TYPCAL SECTON) CRC PAVEMENT 1..0NGUCNoll - - N/D - CRC BONDED OVERLAY TO SNGLE-LAYERED STEEL CRC PAVEMENT -

31 TRANSVERSE TYPE B (DB) MNMUM 33d" LAP SPLCE (25" BASED ON #6 BAR) ' ' MAXMUM 5' OVE~~~l-- ] J ~STEEL BAR (DESGN OPTON) DRLL &:... "'""============ LAP SPLCE SHALL BE N SAME PLANE JV (J4 CRC PAVEMENT SUBBASE (REFER TO TYPCAL SECTON) C.A8'Cio\llON AND - ~-- 0#' oiom" - - L.ONGil\ONoiL SL ZE N1D 1: N - ZE,(0.711 'Cll.711' ~., U' 12 1,1![ ll ~711'.. u ' t.a'doubu!: ll.. t0.711') lu"-..: CRC BONDED OVERLAY TO DOUBLE-LAYERED STEEL CRC PAVEMENT

32 TRANSVERSE TYPE 8 (SO) TRANSVERSE TYPE 8 SAW CUT MATCH JONT PATTERN, F FEASBLE TRANSVERSE TYPE 8 (SO) MN. 1' tv..p ~000000~ DRECTON OF PAVNG c::=::::> MN. 2' TRANSVERSE TYPE 8 DROP NLET/DRANAGE BOX!E1SONS

33 ... MAN LANE TRAFFC 2' (MNMUM) TED LONGTUDNAL TYPE B 1\) (}1 RAMP 1 ('!) RAMP GORE AREA PLAN VEW 25" LAP SPLCE THCKNESS... - STEEL FOR RAMP 7 1 ~ CENTER OF SPLC!. TED TRANSVERSE TYPE A OR TYPE B (DB) : \ STEEL FOR MAN ROAD 20' TRANSTON LENGTH SUBBASE (REFER TO TYPCAL SECTON) MAN ROAD THCKNESS ~S TN ~711" r ' 11.11' 12 D ( ",. 8_(0.78 U'OOUU: 111, : RAMP PROFLE VEW G) M ON 8 - P'OR CTHER - SZD f.m PJC: 33d'' RAMP/GORE AREA TRANSTON

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