E 801-TCCB-01
INDIANA DEPARTMENT OF TRANSPORTATION
STANDARD DRAWING NO.
DATECHIEF ENGINEER
DATEDESIGN STANDARDS ENGINEER
SEPTEMBER 2019
INDEX SHEET
TEMPORARY CONCRETE BARRIER
SHEET NO.
1
3
4
5
6
2
INDEX
SUBJECT
Temporary Concrete Barrier Index Sheet
Temporary Concrete Barrier Dimensions
Temporary Concrete Barrier Details
Temporary Concrete Barrier Double Taper End Section
Anchored Temporary Concrete Barrier, Drop-In Anchor
Anchored Temporary Concrete Barrier, Ferrule Loop Insert
5/2/2019
6/5/2019
TOP VIEW
FRONT VIEW
DETAIL "A" DETAIL "B"
END VIEW
≤ 35 mph
55 mph
50 mph
45 mph
40 mph
16:1
14:1
12:1
10:1
10:1
Draft
Draft
Draft
Draft
3 3/4"
5"
5"
2 1/2
"
3 3/4"
1 1/4"
1 1/4
"1 1/4
"
3 1/2
"
6"6"6"6"
5" 5"10"
2" 2"
7"
2"
8" 8"
6"
6"
7 1/2
"
7 1/2
"
Inserts
3/4" Ø Threaded Inserts
3/4" Ø Threaded
3/4" Ø Smooth Bar Hooks
1 1/4" (typ.)
1/2" Draft (typ.) 3 3/4"
see Detail "B"
Typical End Treatmentsee Detail "A"
Optional End Treatment
3/4" Ø Threaded Inserts
3/4" Ø Smooth Bar Hooks
1/2" Bevel
1'-0" Vertical Lap (typ.)
TABLE NO. 1
Construction Zone Speed Taper Flare Rate 4
2'-0"
5'-9 3/4"
3/4" Ø x 11'-8"
SMOOTH BAR HOOKS
10'-0"
2'-6" 5'-0" 2'-6"
3'-0 1/2" 2'-7" 3'-0 1/2"
2'-7" 1'-10"
2'-0"
E 801-TCCB-02
INDIANA DEPARTMENT OF TRANSPORTATION
STANDARD DRAWING NO.
DATECHIEF ENGINEER
DATEDESIGN STANDARDS ENGINEER
DIMENSIONS
TEMPORARY CONCRETE BARRIER
SEPTEMBER 2019
rates may range from 10:1 to 6:1.
4 Where site conditions prohibit the use of these flare rates then flare
E 801-TCCB-03.
For additional connection details see Standard Drawing 3.
speed are shown in Table No. 1.
2. Maximum barrier taper rate flares for lane closures for legal posted
necessary to accomodate handling equipment.
The dimensions of the lifting slots are subject to adjustment as 1.
NOTES:
5'-0"
5/2/2019
6/5/2019
4"
2"
5/16"
2"
5/16"
L/2
L/2
L
7
34
SPACER DETAIL
SECTION A-A
REINFORCEMENT DETAILS
FRONT VIEW
CONNECTION DETAIL
6" 6" 6" 6"
2'-0"
1
2'-7"
2"
7"
1'-10"
1
Typical Barrier Reinforcement
10'-0"
8"
(typ.)
1'-3 1/2"
(typ.)
4'-10 3/4" to 5'-0" (typ.)0" to 1 1/4"
(typ.)
4 1/4" (max.)
7 1/2" 6"
6" 7 1/2"
2" (typ.)3
2
2 4
Spacer
Spacer
3/4" Ø Smooth Bar Hooks
Bar Hooks (typ.)
3/4" Ø Smooth
2" (typ.)
(typ. each end)
2 - 3/4" Ø Smooth Bar Hooks
3'-0 1/2"
(typ.)
4'-6" x 9'-6"
WWF 6 x 6 - W4 x W4
1 1/2" Ø Drilled Hole
WWF 6 x 6 - W4 x W4
A
A
2 Flat Washers and Hex Nut
4" min. Thread and Hex Head
1 1/4" Ø Bolt x 2'-2" with
E 801-TCCB-03
INDIANA DEPARTMENT OF TRANSPORTATION
STANDARD DRAWING NO.
DATECHIEF ENGINEER
DATEDESIGN STANDARDS ENGINEER
DETAILS
TEMPORARY CONCRETE BARRIER
SEPTEMBER 2019
letter B-52 of March 26, 1999 may be used.
connection of Easi-Set Industries as described in FHWA acceptance
8. In lieu of the connection detail shown, the J-J Hook temporary barrier
may be TS 3" x 2" x 1/4" x the appropriate length as shown above.
7 Where very short radius curving alignment is encountered, spacers
E 801-TCCB-02.
6. For additional connection details see Standard Drawing
(16").
top spacer (10") may be substituted for the standard bottom spacer
5. Where necessary to meet short radius curving alignment, the shorter
4 Bottom spacer TS 4" x 2" x 5/16" x 1'-4" long.
Top spacer TS 4" x 2" x 5/16" x 10" long.3
deflection at the joints to allow flare rate 11:1 or flatter.
between the spacer and the ends of the barrier shall allow angular
and removal. Bolts shall be torqued only to tight condition. Clearance
Hex nut may be tack welded to bottom spacer to facilitate installation 2
may be bent to the shape of the wall.
Section A-A shows reinforcement with welded wire fabric. The WWF 1
NOTES:
5/2/2019
6/5/2019
END VIEW A-A
END VIEW B-B
TOP VIEW
UNIT A OR UNIT B
ELEVATION
DOUBLE TAPER END SECTION ASSEMBLY
(Showing location of inserts and bar hooks)
UNIT A UNIT B
PLAN
2'-11 7/8
" (U
nit A)
4'-0" (U
nit B)
10'-0"
2"
2"
5"
5"
1'-9 7/8
" (U
nit A)
2'-10" (U
nit B)
10" (U
nit A)
1'-10 1/8
" (U
nit B)
2'-0" (U
nit A)
3'-0 1/8
" (U
nit B)
5"
5"
2"
2"
2'-0" (Unit A)
3'-0 1/8" (Unit B)
6" 6"
5" 5"
2"
2"
7"
1'-10"
2'-7"
10 1/2
"4 1/2
"
1'-4"
10 1/2
"4 1/2
"
2"
7"
1'-10"
6" 6"
2'-11 7/8" (Unit A)
4'-0" (Unit B)
2"
5"
5"
2"
5"
5"
3/4" Ø Threaded Inserts
10'-0" 10'-0"4 1/4" (max.)
1'-0" 1'-0" 1'-0" 1'-0"
2'-0"
5"
4'-0"
5"
2'-0" (typ.)
4 1/4
"10 1/2
"
7 1/2
"6"
7 1/2
"
4 1/2
"
6"
10 1/2
"
Inserts (typ.)
3/4" Ø Threaded
3/4" Ø Smooth Bar Hooks
3/4" Ø Threaded Insert
Bar Hooks
3/4" Ø Smooth
Hooks
3/4" Ø Smooth Bar
A B
BA
Ã
Ã
3 1/2
"
2'-3 3/4"
3/4" Ø x 4'-5 1/2"
SMOOTH BAR HOOKS
E 801-TCCB-04
INDIANA DEPARTMENT OF TRANSPORTATION
STANDARD DRAWING NO.
DATECHIEF ENGINEER
DATEDESIGN STANDARDS ENGINEER
DOUBLE TAPER END SECTION
TEMPORARY CONCRETE BARRIER
SEPTEMBER 2019
connecting to adjacent temporary concrete barriers.
1 1/4" Ø bolt x 2'-3 1/2" (4" min. thread, hex head and hex nut) for
Extreme ends of the double taper end section assembly require a 2.
Standard Drawing E 801-TCCB-03.
For connection details between Units A and B, see 1.
NOTES:2"
5/2/2019
6/5/2019
10"
1'-0" J-J Hook
1'-1"
1'-9"
1 1/4" x 2 1/2" Slot (typ.)PL 1/2" x 3 1/2" x 1'-9"
1'-8"1'-8"3'-4"3'-4"1'-8"
1'-9"
Anchor Bracket
Bent Plate
Washer
Top Plate
(typ.)
Hook
J-J
3
4
1 1/2" (typ.)
1 5/8" (max.)
3
1'-0" (min.)
Free Edge
TOP PLATE DETAIL
Anchor in Field Drilled Hole (typ.)
Ø x 1 3/4" Grade 5 Hex Bolt, 1" Drop-in1"
Top Plate
Field Drilled Hole
1" Drop-in Anchor in
Ø x 1 3/4" Grade 5 Hex Bolt, 1"
BARRIER FRONT VIEW END VIEW
Top PlateTop Plate Washer (typ.)
5
5 3/4" (typ.)
4" (typ.)
3 1/2"1 3/4" (typ.)
Bent Plate Anchor Bracket (typ.)
Concrete Surface
1'-0"
11 7/8
"
6"
3" 3"
3/8
5 1/2"
148°
144°
5 3/4"
7"
2"
2 7/8
"
PL 1/2" x 7 1/2" x 1'-0"Ø hole1 1/8"
6
PL 1/2" x 1'-1" x 1'-0"
BENT PLATE ANCHOR
BRACKET DETAIL
4"
4"
PL 1/4" x 4" x 4"
Centered in Plate
Hole Ø1 1/16"
TOP PLATE WASHER
DETAILE 801-TCCB-05
INDIANA DEPARTMENT OF TRANSPORTATION
STANDARD DRAWING NO.
DATECHIEF ENGINEER
DATEDESIGN STANDARDS ENGINEER
SEPTEMBER 2019
DROP-IN ANCHOR
CONCRETE BARRIER,
ANCHORED TEMPORARY
two-plate detail as shown.
6 A single bent plate anchor bracket may be used instead of the
epoxy that was used for anchoring the rod.
moisture or debris, and the hole completely filled using the same
completely removed, the hole shall be blown out to remove any
threaded rod anchoring system shall be used. The rod shall be
5 When concrete will remain in place after anchoring is removed, the
hex bolt.
●1-in. nominal diameter drop-in anchor with 1-in. diameter, grade 5 ●1-in. diameter wedge anchor; or
with a minimum ultimate shear capacity of 21.2 kips: or
shall be installed using an approved epoxy chemical anchor system
●1-in. threaded rod, grade 55 minimum, with washer and nut. Rod less than 4 1/2 in.
be in accordance with the manufacturer's recommendations, but not
using one of the following anchor systems. Minimum embedment shall
4 Bent plate anchor bracket shall be attached to a concrete surface
ultimate shear capacity of 26.4 kips.
manufacturer's specifications. The anchor shall have a minimum
3 The drop-in anchor and bolt shall be tightened to the anchor
recommendations.
into the barrier in accordance with the manufacturer's
2. J-J Hooks are a product of Easi-Set Worldwide. Hooks shall be cast
1. All steel shall be ASTM A-36 hot rolled unless otherwise noted.
NOTES:
1'-2"
5/29/2019
6/5/2019
1'-1"
2'-9"
1 1/4" x 2 1/2" Slot (typ.) PL 1/2" x 3 1/2" x 2'-9"
10"
1'-0"
Anchor Bracket
Bent Plate
J-J Hook
Washer
Top Plate
1'-8"1'-8"3'-4"3'-4"1'-8"
(typ.)
Hook
J-J
6" 6"
1 1/2" (typ.)
1 5/8" (max.)
Washer (typ.)
Top Plate
1'-0"(min.)
Free Edge
TOP PLATE DETAIL
Top Plate
BARRIER FRONT VIEW END VIEW
Top Plate
4" Recess
1" Cast-in Ferrule Loop Insert
Grade 5 Hex Bolt (typ.)
Ø x 1 3/4" 1"
Loop Insert (typ.)
1" Cast-in Ferrule
Recess 1'-4" x 4"(W) x 1 1/2"(D)
4" (typ.)
3 1/2"
Ø x 1 3/4" Grade 5 Hex Bolt1"3
3
3
3
4 5
1 3/4" (typ.)
Bent Plate Anchor Bracket (typ.)
Concrete Surface
E 801-TCCB-06
INDIANA DEPARTMENT OF TRANSPORTATION
STANDARD DRAWING NO.
DATECHIEF ENGINEER
DATEDESIGN STANDARDS ENGINEER
SEPTEMBER 2019
FERRULE LOOP INSERT
CONCRETE BARRIER,
ANCHORED TEMPORARY
details, and additional notes.
6. See E 801-TCCB-05 for bent plate anchor details, top plate washer
epoxy that was used for anchoring the rod.
moisture or debris, and the hole completely filled using the same
completely removed, the hole shall be blown out to remove any
threaded rod anchoring system shall be used. The rod shall be
5 When concrete will remain in place after anchoring is removed, the
hex bolt.
●1-in. nominal diameter drop-in anchor with 1-in. diameter, grade 5 ●1-in. diameter wedge anchor; or
with a minimum ultimate shear capacity of 21.2 kips: or
shall be installed using an approved epoxy chemical anchor system
●1-in. threaded rod, grade 55 minimum, with washer and nut. Rod less than 4 1/2 in.
be in accordance with the manufacturer's recommendations, but not
using one of the following anchor systems. Minimum embedment shall
4 Bent plate anchor bracket shall be attached to a concrete surface
The insert shall have a minimum ultimate shear capacity of 12.1 kips.
3 The bolt shall be installed snug tight in the cast-in ferrule loop insert.
recommendations.
into the barrier in accordance with the manufacturer's
2. J-J Hooks are a product of Easi-Set Worldwide. Hooks shall be cast
1. All steel shall be ASTM A-36 hot rolled unless otherwise noted.
NOTES:
5 3/4" (typ.)
6" (typ.)
5/29/2019
6/5/2019
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