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