design standards engineer date chief highway engineer …
TRANSCRIPT
DESIGN STANDARDS ENGINEER
CHIEF HIGHWAY ENGINEER DATE
DESIGN STANDARDS ENGINEER
DATEDESIGN STANDARDS ENGINEER
CHIEF HIGHWAY ENGINEER DATE
DESIGN STANDARDS ENGINEER
DATE
DESIGN STANDARDS ENGINEER
CHIEF HIGHWAY ENGINEER DATE
DESIGN STANDARDS ENGINEER
DATEDESIGN STANDARDS ENGINEER
CHIEF HIGHWAY ENGINEER DATE
DESIGN STANDARDS ENGINEER
DATE
DESIGN STANDARDS ENGINEER
CHIEF HIGHWAY ENGINEER DATE
DESIGN STANDARDS ENGINEER
DATEDESIGN STANDARDS ENGINEER
CHIEF HIGHWAY ENGINEER DATE
DESIGN STANDARDS ENGINEER
DATE
DESIGN STANDARDS ENGINEER
CHIEF HIGHWAY ENGINEER DATE
DESIGN STANDARDS ENGINEER
DATEDESIGN STANDARDS ENGINEER
CHIEF HIGHWAY ENGINEER DATE
DESIGN STANDARDS ENGINEER
DATE
DESIGN STANDARDS ENGINEER
CHIEF HIGHWAY ENGINEER DATE
DESIGN STANDARDS ENGINEER
DATEDESIGN STANDARDS ENGINEER
CHIEF HIGHWAY ENGINEER DATE
DESIGN STANDARDS ENGINEER
DATE
DESIGN STANDARDS ENGINEER
CHIEF HIGHWAY ENGINEER DATE
DESIGN STANDARDS ENGINEER
DATEDESIGN STANDARDS ENGINEER
CHIEF HIGHWAY ENGINEER DATE
DESIGN STANDARDS ENGINEER
DATE
DESIGN STANDARDS ENGINEER
CHIEF HIGHWAY ENGINEER DATE
DESIGN STANDARDS ENGINEER
DATEDESIGN STANDARDS ENGINEER
CHIEF HIGHWAY ENGINEER DATE
DESIGN STANDARDS ENGINEER
DATE
DESIGN STANDARDS ENGINEER
CHIEF HIGHWAY ENGINEER DATE
DESIGN STANDARDS ENGINEER
DATEDESIGN STANDARDS ENGINEER
CHIEF HIGHWAY ENGINEER DATE
DESIGN STANDARDS ENGINEER
DATE
DESIGN STANDARDS ENGINEER
CHIEF HIGHWAY ENGINEER DATE
DESIGN STANDARDS ENGINEER
DATEDESIGN STANDARDS ENGINEER
CHIEF HIGHWAY ENGINEER DATE
DESIGN STANDARDS ENGINEER
DATE
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
DESIGN STANDARDS ENGINEER
CHIEF HIGHWAY ENGINEER DATE
DESIGN STANDARDS ENGINEER
DATEDESIGN STANDARDS ENGINEER
CHIEF HIGHWAY ENGINEER DATE
DESIGN STANDARDS ENGINEER
DATE
DESIGN STANDARDS ENGINEER
CHIEF HIGHWAY ENGINEER DATE
DESIGN STANDARDS ENGINEER
DATEDESIGN STANDARDS ENGINEER
CHIEF HIGHWAY ENGINEER DATE
DESIGN STANDARDS ENGINEER
DATE
DESIGN STANDARDS ENGINEER
CHIEF HIGHWAY ENGINEER DATE
DESIGN STANDARDS ENGINEER
DATEDESIGN STANDARDS ENGINEER
CHIEF HIGHWAY ENGINEER DATE
DESIGN STANDARDS ENGINEER
DATE