Form DOT F 1700 Report Documentation Pa11e I. Report No. FHW A/TX-07/0-5320-P2 [ 2. Government...

Tecbnical Report Documentation Pa11e

I. Report No.

FHW A/TX-07/0-5320-P2 [ 2. Government Accession No.

4. Title and Subtitle

DESIGN DETAIL STANDARD SHEETS FOR CONCRETE PAVEMENT TRANSITION AREA

7. Author(s)

Youn su Jung and Dan G. Zollinger 9. Performing Organization Name and Address

Texas Transportation Institute The Texas A&M University System College Station, Texas 77843-3135

12. Sponsoring Agency Name and Address

Texas Department of Transportation Research and Technology Implementation Office P. 0. Box 5080 Austin, Texas 78763-5080

15. Supplementary Notes

3. Recipient's Catalog No.

5. Report Date

August 2006 Resubmitted: November 2006 Published: March 2007 6. Performing Organization Code

! 8. Performing Organization Report No.

Report 0-5320-P2 10. Work Unit No. (TRAIS)

II. Contract or Grant No.

Project 0-5320

13. Type of Report and Period Covered

Product 14. Sponsoring Agency Code

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: http://tti.tamu.edu/documents/0-5320-P2.pdf 16. 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. Intersection Transition. 10. Overlay-Unbonded, Bonded, Asphalt Concrete (AC) Overlays Transition. 11. CRC Bonded Overlay to CRC Pavement Transition. 12. Drop Inlet/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

No Restrictions. This document is available to the public through NTIS:

19. Security Classif.( of this report)

Unclassified

Form DOT F 1700.7 (8-72)

National Technical Information Service Springfield, Virginia 22161 http://www.ntis.gov

1

20. SecurityCiassif.(ofthis page) 121. No. of Pages

Unclassified 34 l 22. Price

Reproduction of completed page authorized

I

DESIGN DETAIL STANDARD SHEETS FOR CONCRETE PAVEMENT TRANSITION AREA

by

YounsuJung Graduate Assistant Research

Texas Transportation Institute

and

Dan G. Zollinger Associate Research Engineer Texas Transportation Institute

Product 0-5320-P2 Project 0-5320

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 TRANSPORTATION INSTITUTE The Texas A&M University System College Station, Texas 77843-3135

DISCLAIMER

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. Its 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.

#67129.

v

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

TABLE OF CONTENTS

Page

1. CRC Pavement to CRC Pavement (Thickness Transition) ............................................ 1

2. CRC Pavement to CRC Pavement (Header Joint- Option 1) ....................................... 2

3. CRC Pavement to CRC Pavement (Header Joint- Option 2) ....................................... 3

4. CRC Pavement to Jointed Concrete Pavement (Option 1) ............................................ 4



7. CRC Pavement to Flexible Pavement (Option 1- Sleeper Slab) ................................... 7

8. CRC Pavement to Flexible Pavement (Option 1 -Wide Flange) .................................. 8

9. CRC Pavement to Flexible Pavement (Option 2- Sleeper Slab) ................................... 9

10. CRC Pavement to Flexible Pavement (Option 2- Wide Flange) .............................. 10

11. JC Pavement to Flexible Pavement (Option !) .......................................................... 11

12. JC Pavement to Flexible Pavement (Option 2) .......................................................... 12

13. JC Pavement to JC Pavement (Thickness Transition) ............................................... 13

14. CRC Pavement to Bridge Approach Slab (Option 1) ................................................ 14



17. JC Pavement to Bridge Approach Slab ...................................................................... 17

18. Intersection (Option 1 -Joint Distance> 500ft) ....................................................... 18

19. Intersection (Option 2- Joint Distance< 500ft) ....................................................... 19

20. Intersection (Option 3) ............................................................................................... 20

21. Overlay- Unbonded, Bonded, AC Overlays ............................................................. 21

22. CRC Bonded Overlay to Single-Layered Steel CRC Pavement.. .............................. 22

23. CRC Bonded Overlay to Double-Layered Steel CRC Pavement .............................. 23

24. Drop Inlet/Drainage Box ............................................................................................ 24

25. Ramp/Gore Area Transition ....................................................................................... 25

Vll

T1 .......

ALL SAM

TRANSVERSE TYPE 8 (DB)

I (f) 25" LAP SPLICE

EXIST CRCP • NEW CRCP M STEEL IS IN

9"MIN 1

,2.5" 1

12.5" I I 'hDRILL&

E PLANE !/EPOXY ...........

\ -18" 18" WHEEL PATH ONLy

\ 1 o' CENTER oF SPLICE I ' "l

-20 TRANSITION LENGTH

""" d2" STEEL FOR T2 IT2

SUBBASE (REFER TO TYPICA L SECTION)

-d1" STEEL FOR T1

I.ONCII'I'Uilll Sllll. - AND ·--T, IN.

• • 10 11 12 13 14 11

G)IWIED ON lfl- ~ arttEft- tiZill LAII- • .:s:s.t' Tt•~Of"~CIIIC

'It•_Of"_CIIC_ CRC PAVEMENT TO CRC PAVEMENT (THICKNESS TRANSITION)

r-.>

EXIST CRCP I ~EW CRCP

12" FROM THE EOGE I 0 WHEEL PATH: 36" WIDTH

-I 9"MIN. 27"MIN.

----1 I~ ~· 1- -I

18" 18"

--

-

-

~

L u

EDGE OF CRC PAVEMENT OR LONGITUDINAL JOINT

REINFORCING STEEL

I \ I

I AS A MINIMUM, PLACE AD (36" SAME DIA. &: SPACING WITH LONGIT. STI IN EACH WHEEL PATH FOR LOAD TRANSFER

..-n~D!NN.. 1111!11. - AND -

; )

\ 1\ \

\\ I .. 5'-6' (TYP) ... I \<D 25" LAP SPLICE

DRILL &: EPOXY \ ALL STEEL IS IN SAME PLANE

TRANSVERSE TYPE B (DB)

WHU!I.PATH

~-.-

CRC PAVEMENT TO CRC PAVEMENT (HEADER JOINT - OPTION 1)

VI

12" FROM THE EDGE I 0 WHEEL PATH: 36" WIDTH

AS A MINIMUM, PLACE ADD

I /

I

18" 18"

.I

/

,, (36" SAME DIA. & SPACING WITH LONGIT. STEEL) IN EACH WHEEL PATH FOR LOAD TRANSFER

~ SIUI. IIZII:IWJ-

EDGE OF CRC PAVEMENT OR LONGITUDINAL JOINT

1 ..

TRANSVERSE TYPE B (DB) ALL STEEL IS IN SAME PLANE

WHI!!l. ..,.,.

- DINX:I10H

.. 1 \

REINFORCING STEEL

P SPLICE

CRC PAVEMENT TO CRC PAVEMENT (HEADER JOINT - OPTION 2)

..Jl>.

TRANSVERSE iYPE B (SS) TRANSVERSE iYPE B (SO)

/ STEEL BEAM (AASHTO M 183M)

~/ / *" DIA. X 8" STUDS 018" C.C.

7

CRC PAVEMENT / NEW JOINTED CONCRETE SLAB EXISTING JOINTED CONCRETE SLAB

T REINFORC"!.. STEEL

2" POLY FOAM COMPRESSION SEAL

MIN 1" AC BOND BREAKER

REFER TO iYPICAL SECTION

L---------------------~ I : 30" .. I .. 30" : I 60"

BAR "A"

STANDARD DOWEL (DRILL & EPOXY)

SUBBASE (REFER TO iYPICAL SECTION)

PROFILE VIEW

TRANSVERSE iYPE B (SS} t( TRANSVERSE iYPE B (SO)

I I I I I I

II I NEW JOINTED CONCRETE SLAB EXISTING JOINTED CONCRETE SLAB

II I II I II I II I

SLEEPER SLAB PLAN VIEW

+:r~l db T+&"

I · • I •• S11!ll. - Df:I"AIL

~ ~1~. ~ -·I<'-,.- AT u·c.c

ro~ - ···- fe BM AT 12"C.C

CRC PAVEMENT TO JOINTED CONCRETE PAVEMENT (OPTION 1)

TRANSVERSE TYPE B (WF)

/4" /*" DIA. X 8" STUDS 018" C.C.

CRC JOINTED CONCRETE SLAB

T I REINFORCING STEEL

SUBBASE (REFER TO TYPICAL SECTION)

2" POLY FOAM COMPRESSION SEAL PROFILE VIEW

CRC PAVEMENT JOINTED CONCRETE SLAB 01 --------~-~1~----------

I I I I JOINTED CONCRETE SLAB

I I I I I I

I TRANSVERSE TYPE B (WF) PLAN VIEW

·+t-=1 DOIIIUI __,-. -TIN.

• 1 ll' X 1.. I 12'

'X ... I 12" "X1a" I 12"

1'1l'X1a" I 12"

I· • I ... 1 tl' X 18' I 1 1 11" X, .. I 12"

SlEIL - DI:TM.

TRANSVERSE TYPE A (SO)

/ JOINTED CONCRETE SLAB

9" \ 9"

DOWEL

/TRANSVERSE TYPE A (SO)

JOINTED CONCRETE SLAB

CRC PAVEMENT TO JOINTED CONCRETE PAVEMENT {OPTION 2)

0>

REINFORC lNG STEEL

CRCP LONGITUDINAL STEEL

TRANSVERSE lYPE A (DB) TRANSVERSE lYPE B (SD) TRANSVERSE lYPE A (SD)

I 12' \ 12· / 15' / -·····-- --·

CRCP 30% ZONE JOINTED CONCRETE SLAB

-

' T

(j) OPTIONAL DOWEL DOWEL STANDARD CAP DOWEL

SUBBASE (REFER TO lYPICAL SECTION)

PROFILE VIEW

SAW CUTS OR INDUCED DESIGN CRACK

TRANSVERSE lYPE B (SD)

I D , , , -t u t- ' D "'-.

-u

H

Iff 2. 15' "''ii

R II II

R

I

1 00% STEEL ZONE/ 60% STEEL TRANSITION ZONE / 30% STEEL TRANSITION ZONE

120 120 PLAN VIEW

<D PLACE OPTIONAL DOWEL THROUGH 30% STEEL TRANSITION ZONE IF' LOAD TRANSFER BY AGGREGATE INTERLOCKING ONLY IS INSUFFICIENT BASED ON CURRENT DESIGN SLAB LENGTH AND THICKNESS _.,_, __ _

IIIME1S ----

~ -- ..---...-1QQ!!tZDM -~ -~ • 0.711" • 1U r.

• 0.711" .. 12." 24' 10 7ll T 1M' 21" 11 0.711" .... .... , .. 12 11.711" .. .. 18' 1:11 .. 11.78' u u 1T 14 ,. 0.711") 8.11" IIOU8L£ 14' DOUILE 14" 115 ,. (0.7ll1 .... llCIU8I,£ 1;r DOU&JE 13"

CRC PAVEMENT TO JOINTED CONCRETE PAVEMENT (OPTION 3)

""-J

T

CRC PAVEMENT

REINFORC~ STEEL


MIN 1" AC

~ TRANSVERSE TYPE B (SS)

1d

BAR "A"

TRANSVERSE TYPE B (TAPERED)

5'

HMA

BEVELED: EDGE .

REFER TO TYPICAL SECTION

BOND BREAKER I , / I I 110" SUBBASE (REFER TO TYPICAL SECTION) REFER TO TYPICAL SECTIONL----------::-----1

I 30" 30" I :: •I• ::

60"

I 5' : .. . ..

,J!I II" T ,. .. t-- ru- rY - -

I • I

CRC PAVEMENT TO FLEXIBLE PAVEMENT {OPTION 1 ·SLEEPER SLAB)

II"

srm. - Df;!'M. - ... - ,. - l<r 12"C.C - •A·- ftJ- AT 12"C.C

T

())

TRANSVERSE TYPE 8 (WF) TRANSVERSE TYPE B (TAPERED)

/

1 REINFORCING STEEL


·+t:J I • · I ..

li!Dl.--

10' / •. JOINTED SLAB

~~~ DIA. X 8" STUDS 018" C.C.


DOW!IJI-- DOWI!UI - '1M -TIN. a LDIIIIM -a 1' )( 18' 12"

• I 'X 18' 12" 10 1 • )( Ia' 12' tl I • )( Ia' 12' 12 I • )( 1 .. 12' Ill I 'X Ia' 12" 14 I "X Ia' 12" ttl I ')( Ia' Ia"

HMA

BEVELED: EDGE .


I s· ... ..

CRC PAVEMENT TO FLEXIBLE PAVEMENT (OPTION 1 -WIDE FLANGE)

(()

T

CRC PAVEMENT

REINFORC:::;...., STEEL

2" POLY FOAM COMPRESSION

MIN 1" AC

BEAM (MSHTO M 183M)

X B" STUDS C 1 B" C.C.

BAR "A"

JOINTED SLAB

TRANSVERSE TYPE C (1" ELASTOMERIC CONCRETE)


BOND BREAKER I I / I I 11011 SUBBASE (REFER TO TYPICAL SECTION)

REFER TO TYPICAL SECTION L-----------'

I : 30" .. I .. 30" : I

60"

+ri-· I • I I

a"

snu-DETAL

n ll't- ~

--------'0~ ~~ - ,.._ 16- ~a 1a·c.c - •A·- 16- Iii' 12"C.C

... . I s· . ....

CRC PAVEMENT TO FLEXIBLE PAVEMENT (OPTION 2- SLEEPER SLAB)

TRANSVERSE lYPE B (WF)

/ CRC

T JOINTED SLAB

I ~~~ DIA. X 8" STUDS 018" C.C.

REINFORCING STEEL ..... 0



·+l[J DOIIIIEIJI-'IHICIOIIllli

TIN..

• 1

• 1 10 1 11 1

1 1

I• .. . I

S11!E1.---

TRANSVERSE lYPE C (1" ELASTOMERIC CONCRETE)

FLEXIBLE PAVEMENT (REFER TO lYPICAL SECTION)

I s· .. ..

REFER TO lYPICAL SECTION

CRC PAVEMENT TO FLEXIBLE PAVEMENT (OPTION 2- WIDE FLANGE)

......

......

T

JC PAVEMENT

/ STANDARD CAPPED END

B (SD)

JOINTED SLAB

DOWEL


TRANSVERSE lYPE B (TAPERED)

HMA

BEVELED: EDGE

REFER TO lYPICAL SECTION

I s· ... ....

JC PAVEMENT TO FLEXIBLE PAVEMENT (OPTION 1)

TRANSVERSE TYPE A (SO)

JC PAVEMENT 9" 9" JOINTED SLAB

" ~DARD CAPPED END T

sr. DOWEL

1\.)


llOWEa~

TRANSVERSE TYPE C ( 1" ELASTOMERIC CONCRETE)

FLEXIBLE PAVEMENT (REFER TO TYPICAL SECTION)

I s· - ...

FER TO TYPICAL

CTION

JC PAVEMENT TO FLEXIBLE PAVEMENT (OPTION 2)

TRANSVERSE TYPE B (SO)

, DOWEL

...... T1 ~ ~

STANDARD CAPPED END STANDARD CAPPED END

tN

I 1 5' (LESS THAN MAXIMUM JOINT SPACING)

DOWEIJI--- --~~ TIN. 1"lC18' ~ • • , ... lC 18' 12:'

10 1ll' lC , •• 12:' u 1 fl"lC , •• 12" t2 1 ll" lC , .. 12" 1a 1 fl"IC 18'' 1:2' 14 1 •• )( 18'' 1:2' 111 1 ll' lC , •• 12"

, TRANSVERSE TYPE B (SO)

DOWEL IT2

JC PAVEMENT TO JC PAVEMENT (THICKNESS TRANSITION)

....

.f:a..

mT

TRANSVERSE TYPE B (SS)

/ STEEL BEAM (AASHTO M183M)

~/ 7

/ *" DIA. X 8" STUDS 018" C.C. CRC PAVEMENT

REINFORC:;... STEEL


JOINTED CONCRETE SLAB

BAR "A"

STANDARD


BRIDGE APPROACH SLAB 9" 9"

DOWEL (DRILL & EPOXY)

MIN 1" AC BOND BREAKER 10" SUBBASE (REFER TO TYPICAL SECTION)

REFER TO TYPICAL SECTION L---------------l

I : 30" .. I .. 30" : I PROFILE VIEW

60"

/TRANSVERSE TYPE B (SS)

I II I JOINTED CONCRETE SLAB

I II I I II I I II I I __ ____..__--'-'--l __ __._

SLEEPER SLAB PLAN VIEW

(J) IF PCC PAVEMENT THICKNESS IS DIFFERENT WITH BRIDGE APPROACH SLAB, EMPLOY PAVEMENT THICKNESS TRANSITION BEFORE THE TRANSITION TO BRIDGE APPROACH SLAB

~--OIF-1 I - ..

• •

/ TRANSVERSE TYPE B (SO)

BRIDGE APPROACH SLAB

T+3"

10 11 12

'" ti' 12"

.lr I ~·A·-15: 'r ,. ~~ .. ,.. r:::r.""'

I ' • I r

CRC PAVEMENT TO BRIDGE APPROACH SLAB (OPTION 1)

SIDL- DErAIL - ,.._ f5 -l(f tli"C.O

...... (JI

TRANSVERSE TYPE B (WF)

/4' / *" DIA. X 8" STUDS 018" c.c.

CRC JOINTED CONCRETE SLAB


9" BRIDGE APPROACH SLAB

9"

<t>T / ~-·!:::

II

STANDARD CAPPED END

REINFORCING STEEL

I •6':' I SUBBASE (REFER TO TYPICAL SECTION) 2" POLY FOAM COMPRESSION SEAL

PROFILE VIEW

CRC PAVEMENT JOINTED CONCRETE SLAB

--------·~1~1~----------T I JOINTED CONCRETE SLAB

I I I

PLAN VIEW

CD IF PCC PAVEMENT THICKNESS IS DIFFERENT WITH BRIDGE APPROACH SLAB, EMPLOY PAVEMENT THICKNESS TRANSITION BEFORE THE TRANSITION TO BRIDGE APPROACH SLAB

·+l[J DOWilJI N:QUIAIIEH'Ill .._.. __ __

I • •I •• li1'£!L--

DOWEL

/TRANSVERSE TYPE B (SO)

BRIDGE APPROACH SLAB


_.. m

TRANSVERSE TYPE A (DB) TRANSVERSE TYPE B (SO)

12' \ 121 / ,... ..,... ..,

CRCP .30" STEEL llTRANSmON ZONE BRIGDGE APPROACH SLAB

mT =- =-)

l- ·-7~

j~, l!=r ;'\ ~DARD CAP (2) OPTIONAL DOWEL (2) OPTIONAL DOWEL

REINFORCING STEEL SUBBASE (REFER TO TYPICAL SECTION)

CRCP LONGITUDINAL STEEL

PROFILE VIEW

SAW CUTS OR INDUCED DESIGN TRANSVERSE TYPE B (SO)

I I I ----1 6' 1---- CRC PAVEMENT .. CBRIDGE APPROACH SLAB

~

1 00" STEEL ZONE l 60" I I I~ I I I I

STEEL TRANSITION ZONE .30" STEEL TRANSITION ZONE , 120' " 120'

PLAN VIEW (j) IF PCC PAVEMENT THICKNESS IS DIFFERENT WITH BRIDGE

APPROACH SLAB, EMPLOY PAVEMENT THICKNESS TRANSITION BEFORE THE TRANSITION TO BRIDGE APPROACH SLAB

Q) PLACE OPTIONAL DOWEL THROUGH .30" STEEL TRANSITION ZONE IF LOAD TRANSFER BY AGGREGATE INTERLOCKING ONLY IS INSUFFICIENT BASED ON CURRENT DESIGN SLAB LENGTH AND THICKNESS

..-..-_ S1DI. IIID MID- DCMl!UI~


..... -..,J

TRANSVERSE TYPE A (SD) TRANSVERSE lYPE B (SO)

DOWEL <l)~ JC SlAB/ : 'c I

~ STANDARD CAPPED END

JC SLAB /:........, BRIDGE APPROACH SLAB

STANDARD CAPPED END


(1) IF PCC PAVEMENT THICKNESS IS DIFFERENT WITH BRIDGE APPROACH SLAB, EMPLOY PAVEMENT THICKNESS TRANSITION BEFORE THE TRANSITION TO BRIDGE APPROACH SLAB

-.. IIIEQUIIIii!NI' -T, IN.

• • 10 11 12 13 14 til I 1 ll" X 18"

JC PAVEMENT TO BRIDGE APPROACH SLAB

..... (Xl

LONGITUDINAL TYPE C (TE)

LONGITUDINAL TYPE 8 (TIED)

FRONTAGE ROAD CRCP

SPECIAL AREA: ROUTE TRAFFIC TO FACILITATE THE JOINTING PLAN, BUT AVOID ADDITIONAL TRANSVERSE (I.E. HEADER) JOINTS IN THIS REGION, IF POSSIBLE •

FRONTAGE ROAD CRCP

()) LONGITUDINAL TYPE C {WF OR SS OR TE)

CROSS ROAD CRCP

LONGITUDINAL TYPE C {WF OR SS OR TE)

()) LONGITUDINAL TYPE A

~ CROSS ROAD CRCP

()) EMPLOY LONGITUDINAL TYPE C ( 1 " ELASTOMERIC CONCRETE) WHEN CROSS ROAD TYPE IS FLEXIBLE PAVEMENT

OR TYPE B (TIED)

(SO)

THE LENGTH BETWEEN LONGITUDINAL JOINT IS LARGER THAN 500 FT.

INTERSECTION (OPTION 1-JOINT DISTANCE > 500 FT)

_. (0

FRONTAGE ROAD CRCP

LONGITUDINAL TYPE C (TE)

SPECIAL AREA: ROUTE TRAFFIC TO FACIUTATE THE JOINTING PLAN, BUT AVOID ADDITIONAL TRANSVERSE (I.E. HEADER) JOINTS IN THIS REGION, IF POSSIBLE.

FRONTAGE ROAD CRCP

(1) LONGITUDINAL TYPE C (WF OR SS OR TE)

CROSS ROAD CRCP

LONGITUDINAL TYPE C (WF OR SS OR TE)

(1) LONGITUDINAL TYPE A OR TYPE B (TIED)

JCP (1) LONGITUDINAL

TYPE C (WF OR SS OR TE)

12' ~

CROSS ROAD CRCP

(1) EMPLOY LONGITUDINAL TYPE C ( 1" ELASTOMERIC CONCRETE) WHEN CROSS ROAD TYPE IS FLEXIBLE PAVEMENT

(SO)

CONTRACTION DESIGN: THE LENGTH BETWEEN LONGITUDINAL JOINT IS LESS THAN 500 FT.

INTERSECTION (OPTION 2 -JOINT DISTANCE < 500 FT)

1\J 0

LONGITUDINAL TYPE C

LONGITUDINAL TYPE B

FRONTAGE ROAD CRCP

(l) LONGITUDINAL TYPE C (WF OR SS OR TE)

SPECIAL AREA: ROUTE TRAFFIC TO FACIUTATE THE JOINTING PLAN, BUT AVOID ADDITIONAL TRANSVERSE (I.E. HEADER) JOINTS IN THIS REGION, IF POSSIBLE.

FRONTAGE ROAD CRCP

())LONGITUDINAL TYPE C (WF OR SS OR TE)

DOWEI.ll~

1- I- - ...__

CROSS ROAD CRCP

~ CROSS ROAD CRCP

(l) EMPLOY LONGITUDINAL TYPE C ( 1" ELASTOMERIC CONCRETE) WHEN FRONTAGE ROAD TYPE IS FLEXIBLE PAVEMENT

(l) LONGITUDINAL TYPE A OR TYPE B (TIED)

(l) LONGITUDINAL TYPE C (WF OR SS OR TE)

(SO)

THE LENGTH BETWEEN TRANSVERSE JOINT IS LARGER THAN 500 FT.

INTERSECTION (OPTION 3)

1\) .....

TACK COAT

AC OVERLAY

1... (]) TAPERED OVERLAY ..,I 7 PCC SLAB

7 CRACK RESISTANT LIFT OF HOT MIX OR HOT RUBBER SEAL COAT

BONDED AC OVERLAY GRADE TRANSITION

TRANSVERSE TYPE B

MIN. 3'

r:C PAVEMENT v 7

MIN. 1" AC BONO BREAKER (UNBONOED)

11)--I.INGIH -- ,.__..I.INGIH 1 110 2' 100' ll' 1110 ' 4. 200.

II' 2110 • . . --·

TRANSVERSE TYPE B

JOINTED CONCRETE

THIS DETAIL ALSO APPUES TO UNBONDED OVERLAYS

OVERLAY· UNBONDED, BONDED, AC OVERLAYS

IIJ IIJ

MINIMUM 33d" LAP SPLICE TRANSVERSE TYPE B (DB) (25" BASED ON #6 BAR)

I MAXIMUM 5' I I .... .. .. .. BONDED CONCRETE SPLICE SHALL BE IN SAME PLANE

DRILL & EPOXY ..-- l

r== --- i ) \ ~ BENT STEEL PAVEMENT


1..0NGIIUCINoll - - NI/D -

CRC PAVEMENT

CRC BONDED OVERLAY TO SINGLE-LAYERED STEEL CRC PAVEMENT

-

JIV (J4

MINIMUM 33d" LAP SPLICE TRANSVERSE TYPE B (DB) (25" BASED ON #6 BAR)

' I MAXIMUM 5' I I

CI.AII8II'ICio\llON AND - 0#' oiOM" I I ~--

' ... ... .. .. J ~STEEL BAR (DESIGN OPTION)

OVE~~~l--__ ] .....__"'""============-------------LAP SPLICE SHALL BE IN SAME PLANE

DRILL &:


L.ONGil\IOINoiL SIIIL IIZIE N1D -- - IIZIE -1: IN

• ,(0.711 •• • 'Cll.711' ... 10 ~

.,.. 11 711 U' 12 1,1![ .. Ill ~711' u 14 0.711' t.a'DOUBU!: Ill .. t0.711') lUI"-..:

CRC PAVEMENT

CRC BONDED OVERLAY TO DOUBLE-LAYERED STEEL CRC PAVEMENT

tv ..p..

TRANSVERSE TYPE 8 (SO) TRANSVERSE TYPE 8

MIN. 1'

~000000~ 0 0 0 0 0 0 0 0 0 0

MIN. 2'

SAW CUT MATCH JOINT PATTERN, IF FEASIBLE

TRANSVERSE TYPE 8 (SO)

DIRECTION OF PAVING

c::=::::>

TRANSVERSE TYPE 8

DROP INLET/DRAINAGE BOX

I!E1IISIONS

1\) (}1

....... MAIN LANE TRAFFIC

2' (MINIMUM)

TIED LONGITUDINAL TYPE B

RAMP GORE AREA PLAN VIEW

I THICKNESS I ... - I I

TIED TRANSVERSE TYPE A OR TYPE B (DB)

RAMP 1 ('!) 25" LAP SPLICE

STEEL FOR RAMP 7 I : \ STEEL FOR MAIN ROAD 1 ~ CENTER OF SPLIC!.I

20' TRANSITION LENGTH SUBBASE (REFER TO TYPICAL SECTION)

RAMP PROFILE VIEW

~S1111.---- -- -TIN. G) IIMIII ON 8 - P'OR CITHER - SIZD f.M IPIJCI: • 33d''

MAIN ROAD THICKNESS

RAMP/GORE AREA TRANSITION • .711 ... • ~711" ...

10 711 r 11 11.711' 11.11' 12 D.78 .. 13 .. (0.78 11.11" ,.

8_(0.78 U'OOUIU: 111 ,. 11.11--..:

Form DOT F 1700 Report Documentation Pa11e I. Report No. FHW A/TX-07/0-5320-P2 [ 2. Government...

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Transcript of Form DOT F 1700 Report Documentation Pa11e I. Report No. FHW A/TX-07/0-5320-P2 [ 2. Government...