INDEX []€¦ · e 503-batj-01 indiana department of transportation standard drawing no. chief...
Transcript of INDEX []€¦ · e 503-batj-01 indiana department of transportation standard drawing no. chief...
E 503-BATJ-01
INDIANA DEPARTMENT OF TRANSPORTATION
STANDARD DRAWING NO.
DATECHIEF ENGINEER
DATEDESIGN STANDARDS ENGINEER
SHEET NO.
1
3
2
INDEX
SUBJECT
SEPTEMBER 2020
Terminal Joint Index and General Notes
INDEX AND GENERAL NOTES
TERMINAL JOINT
Terminal Joint, Type PCCP
Terminal Joint, Type HMA
5. The driving surface of the concrete lug shall be surface sealed.
4. Sleeper slab and terminal joint shall be concrete, Class A.
3. Reinforcing bars shall be epoxy coated.
reinforced concrete bridge approach slab.
2. The width of the concrete sleeper slab shall match the width of the
elsewhere on the plans.
Pavement (CRCP) or HMA over CRCP, the details shall be as shown
1. When the approach pavement is Continuously Reinforced Concrete
GENERAL NOTES:
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04/02/20
Varies
5
9"
JRCP
Expansion Cap
1" Thickness
Preformed Joint Filler
EXPANSION JOINT WITH LOAD TRANSFER DETAIL
2" Deep Hot Poured Joint Sealant
Spa. @ 12" (max.)
Dowel Bar 1 1/2" Ø
1'-6" Length Epoxy Coated
D/2
D
LONGITUDINAL SECTION
4
3
3" 3" 10'-0" JRCP15'-0" JRCP
Construction Joint
Transverse
#5 @ 12" (max.)
Type D-1 Contraction Joint
#5 (typ.)
8'-0" Concrete Sleeper Slab
(see detail)
with Load Transfer
Expansion Joint
Thickness 6 mils (min.)
2 Layers Polyethylene,
#5 @ 12" (max.)
Geotextile for Subgrade, Type 2B
Subgrade Treatment, Type IC on
Subbase for PCCP on
5 Spa. @ 1'-6" = 7'-6"
Foam Joint (see detail)
Pre-Compressed
(RCBA)
Bridge Approach
Reinforced Concrete
Geotextile for Subgrade, Type 2B
Subgrade Treatment, Type IC on
Subbase for PCCP on
777
9" 9"
2 1/2" Cl.2" Cl.
2" Cl.
#5 x 7'-8" @ 6" (max.)
Limits of Polyethylene Bond Breaker plans or existing PCCP)
(PCCP as shown on the
Approach Pavement
PRE-COMPRESSED FOAM JOINT DETAIL
Foam Joint
Pre-Compressed
Polystyrene
Expanded
66" 6"
3/4"
6
3/4" Chamfer (typ.)
2
(2 1/2" @ 60°F)
Joint Opening (W)
1
E 503-BATJ-02
INDIANA DEPARTMENT OF TRANSPORTATION
STANDARD DRAWING NO.
DATECHIEF ENGINEER
DATEDESIGN STANDARDS ENGINEER
SEPTEMBER 2020
TERMINAL JOINT, TYPE PCCP
8. Underdrains shall be constucted when shown on the plans.
the thickness of reinforced concrete bridge approach.
7 Jointed Reinforced Concrete Pavement (JRCP) thickness shall match
of the joint opening.
6 Tining or grooving of the concrete shall be terminated 6 in. in advance
alternating end of the dowel bar.
end of dowel bar and end of cap. Expansion caps shall be placed on
5 Expansion cap shall be placed with an air gap of 1/4 in. min. between
details.
4 See Standard Drawing E 503-CCPJ-03 for transverse construction joint
details.
3 See Standard Drawing E 503-CCPJ-02 for type D-1 contraction joint
W(max.)=4.0 in.
W(min.)=1.0 in.
●Expansion length greater than 250 ft and less than 400 ft.
W(max.)=3.7 in.
W(min.)=1.3 in.
●Expansion length 250 ft or less
minimum and maximum joint opening widths as shown below.
2 The precompressed foam joint shall be able to accomodate both the
length shall be as shown on the plans.
construction with the manufacturer's joint setting table. The expansion
constructed based on the actual ambient temperature at the time of
lengths greater than 150 ft, the joint opening width shall be
or less, regardless of the joint setting temperature. For expansion
1 The joint opening width shall be 2.5 in. for expansion lengths of 150 ft
NOTES:
15'-0" JRCP
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04/02/20
1'-6" 1'-6"
1'-8"
1'-4"
1'-2"
593 x 7'-4" (for 12" RCBA)
594 x 7'-0" (for 10" RCBA)
593
594
6'-0" Concrete Sleeper Slab
4 Spa. @ 1'-0" = 4'-0"
= 1'-6"
2 Spa. @ 9"
3" 3"
2'-0" 30' Full-Depth HMA Pavement
#5 (typ.)
Thickness 6 mils (min.)
2 Layers Polyethylene,
Type A Construction Joint
3
LONGITUDINAL SECTION
RCBA Thickness
Geotextile for Subgrade, Type 2B
Subgrade Treatment, Type IC on
Subbase for PCCP on
(RCBA)
Reinforced Concrete Bridge Approach
9"
Foam Joint (see detail)
Pre-Compressed
Geotextile for Subgrade, Type 2B
Subgrade Treatment, Type IC on
6" Coarse Aggregate, No. 53 on
with Hot Poured Joint Sealant
Saw Cut 2" Deep x 1" Wide Filled
Concrete Lug
2" Cl.
2" Cl.
Limits of Polyethylene Bond Breaker
#5 x 5'-8" @ 6" (max.)
2 1/2" Cl.
@ 6" (max.)
593 or 594
PRE-COMPRESSED FOAM JOINT DETAIL
Foam Joint
Pre-Compressed Polystyrene
Expanded
6" 6"
4 4
3/4"3/4" Chamfer (typ.)
2
1(2 1/2" @ 60°F)
Joint Opening (W)
E 503-BATJ-03
INDIANA DEPARTMENT OF TRANSPORTATION
STANDARD DRAWING NO.
DATECHIEF ENGINEER
DATEDESIGN STANDARDS ENGINEER
SEPTEMBER 2020
TERMINAL JOINT, TYPE HMA
of the joint opening.
4 Tining or grooving of the concrete shall be terminated 6 in. in advance
●13 in. HMA for 10 in. RCBA●15 in. HMA for 12 in. RCBA
Minimum Thickness:
3 Pavement section to be shown on the plans.
W(max.)=4.0 in.
W(min.)=1.0 in.
●Expansion length greater than 250 ft and less than 400 ft
W(max.)=3.7 in.
W(min.)=1.3 in.
●Expansion length 250 ft or less
minimum and maximum joint opening widths as shown below.
2 The precompressed foam joint shall be able to accomodate both the
length shall be as shown on the plans.
construction with the manufacturer's joint setting table. The expansion
constructed based on the actual ambient temperature at the time of
lengths greater than 150 ft, the joint opening width shall be
or less, regardless of the joint setting temperature. For expansion
1 The joint opening width shall be 2.5 in. for expansion lengths of 150 ft
NOTES:
03/10/20
04/02/20