DESIGN STANDARDS ENGINEER DATE CHIEF HIGHWAY ENGINEER …
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DESIGN STANDARDS ENGINEER CHIEF HIGHWAY ENGINEER DATE DESIGN STANDARDS ENGINEER DATE DESIGN STANDARDS ENGINEER CHIEF HIGHWAY ENGINEER DATE DESIGN STANDARDS ENGINEER DATE
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Sleeper slab
2" cl.2" cl.#5
subgrade
Top of
22
8’-0"
8’-0" sleeper slab
3’-0"3’-0"
2’-0" PCCP
2" cl.
2" cl.
graded subbase
6" dense
5 spa. @ 1’-6" = 7’-6"
R.C. bridge approach
3" cl.3" cl.
SECTION A-A
STANDARD DRAWING NO.
INDIANA DEPARTMENT OF TRANSPORTATION
E 503-BATJ-01
SEPTEMBER 2012
1
3
STATE OF
No.
AADIN I N
PR
OFE
S
OIS
N LANE
I
G
EN
RE
RGEISTER
DE
RIC
HA
RD L. VanCLE
AVE
9750
/s/ Mark A. Miller
DATESUPERVISOR, ROADWAY STANDARDS
09/04/12
DATECHIEF ENGINEER
09/04/12
RCBA thickness.3
Limits of polyethylene bond breaker.2
and RCBA.
Terminal joint elevation shall match elevation of adjacent PCCP 1
NOTES
FOR USE WITH PCCP
TERMINAL JOINT
REINFORCED CONCRETE BRIDGE APPROACH
/s/ Richard L. Van Cleave
10"
dense graded subbase
Subbase for PCCP or
Terminal joint
A
A 12 - #5
#5 x 7’-8"
10"
HMA Surface, type B
HMA Intermediate, type B
Width of PCCP or RCBA, whichever is less
Limits of terminal joint
6" (typ.)
#5 (typ.)
D/2
(See table for tie-bar size)
Epoxy coated tie bar at 3’-0" c/c
1’-6"1’-6"
TIE-BAR SIZES FOR LONGITUDINAL JOINT
Pavement Thickness, D
D
Single pass saw cut (Depth = D/3)
TRANSVERSE SECTION THROUGH PCCP
Less than or equal to 9"
Greater than 9"
#5
#6
Tie-Bar Size
INDIANA DEPARTMENT OF TRANSPORTATION
STANDARD DRAWING NO.
DATECHIEF ENGINEER
DATESUPERVISOR, ROADWAY STANDARDS
LONGITUDINAL JOINT
SEPTEMBER 2012
E 503-CCPJ-02
STATE OF
No.
AADIN I N
PR
OFE
S
OIS
N LANE
I
G
EN
RE
RGEISTER
DE
RIC
HA
RD L. VanCLE
AVE
9750
/s/ Richard L. VanCleave 09/04/12
09/04/12/s/ Mark A. Miller
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