WildRebarBoxCulvert.pdf

PDF 2 MB Posted Mar 23, 2022

Attached to: IDOT - Purchase of Rebar, bar splicers, and slab bolster with runner
Solicitation number: 22-494DOT-DISTR-B-28342
Issued by: Rock Island County, Illinois

About this file

Written by GovTribe AI · Jul 31, 2024

This document appears to be a set of plans and specifications for a road construction project over a stream involving concrete slab replacement and reinforcement work for the Illinois Department of Transportation (IDOT). The project includes the removal and replacement of the existing concrete slab and roadway overlay, as well as the installation of reinforcement bars, bar splicers, and other related materials. Key details include:

The project site is located on 27th Street over a stream in Rock Island County, Illinois. The work will be performed in two construction stages, with the new concrete slab measuring 26 feet wide by 70 feet long. The project requires a variety of reinforcement materials, including #5, #6, and #7 bars, bar splicers, and bolsters. The specific quantities of these materials are detailed in the bill of materials. The project plans and specifications provide installation and setting methods for the reinforcement and bar splicer assemblies.

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Expires: November 30, 2022

STEFFEN

ENGINEER OF STRUCTURAL SERVICES

ENGINEER OF BRIDGES AND STRUCTURES

SHEET NO. 1

MIN. BAR LAP

Sq. Yd.

Pound

Cu. Yd.

Superstructure

Concrete

Surface Removal

Hot-Mix Asphalt

BILL OF MATERIAL

Sq. Yd.Protective Coat

Bar No. Size Length Shape

84 #6

80 #7

Each 72

12''

Typ.

1 c l.

1'-3''

N e w

S la b

'' cl.4

'')4 1(± fy = 60,000 psi (Reinf.)

f'c = 3,500 psi

SECTION A-ALONGITUDINAL SECTION

PLAN

DESIGN STRESSES

A a1 bar a1 bar will be paid for the quantity actually furnished at the unit price bid for the work.

additional compensation for a change in scope of the work, however, the Contractor to construction or ordering of materials. Such variations shall not be cause for details affecting new construction and make necessary approved adjustments prior construction variations. The Contractor shall field verify existing dimensions and

Plan dimensions and details relative to existing plans are subject to nominal

FIELD UNITS

10'-0''

23'-11''

T y p . 23'-1''

25'-3'' of the Standard Specifications. Cost included with Concrete Superstructure.

The slab surface shall have its final finish tined according to Article 420.09(e)(1)

NOTES

6''6'' 10'-0''

24'-3''

SN 081-2039

27TH STREET OVER STREAM

GENERAL PLAN AND ELEVATION

8''

Typ.

Bar Splicers

(T o p

B o t t o m o f

S la b

70'-0''10'' 10''

(T o t t o m o f

S la b

13'-0'' Stage I Const. 13'-0'' Stage I Const.13'-0'' Stage II Const. 13'-0'' Stage II Const.

26'-0'' New Slab 26'-0'' New Slab

Existing Median

11'-6''

''2 1'' x 222

Opening & Grate

Existing Drain

B a r

S p li c e r s f o r

B a r s

8'' cts. (Top of Slab)

'' cts. (Bott. of Slab)2

8'' cts. (Top of Slab)

'' cts. (Bott. of Slab)2

8'' cts. (Top of Slab)

'' cts. (Bott. of Slab)2

8'' cts. (Top of Slab)

'' cts. (Bott. of Slab)2

(T o t t o m o f

S la b

B a r

S p li c e r s f o r

B a r s

(T o t t o m o f

S la b

13'-0'' Stage II Const. 13'-0'' Stage I Const.

Const.

¡ Stage

Const.

¡ Stage

11'-6''

Existing Median

26'-0'' New Slab 26'-0'' New Slab

A for #5 Bars

Bar Splicers for #5 Bars

Bar Splicers

144 12'-8''

For existing culvert and drain details see sheet 3 of 3 (for information only).

13'-0'' Stage I Const. 13'-0'' Stage II Const.

Victor H. Veliz

Adrian T. Halloway

VHV ATH

#5 = 3'-2'' a a1 h a BAR

Hot-Mix Asphalt Surface Removal.

Slope to match roadway. Cost of removal included with slab as shown. Removal is to be limited to the 9'' shown.

** Remove 9'' of existing overlay and replace with 9'' concrete

* Tilt hook of "a" bars if necessary to maintain clearance.

a1 bar

* a bar h barh bar h bar h bar

* a bar h bar

* a bar h b a r s a t c t s h b a r s a t c t s

20-#7 a1 bars at 20-#7 a1 bars at 20-#7 a1 bars at 20-#7 a1 bars at

* 21-#6 a bars at * 21-#6 a bars at * 21-#6 a bars at * 21-#6 a bars at h b a r s a t c t s h b a r s a t c t s

Reinforcement Bars

DESIGNED -

-CHECKED

-DRAWN

DATEEXAMINED

PASSED REVISED

REVISED

DEPARTMENT OF TRANSPORTATION

STATE OF ILLINOIS

F.A.

RTE.

SECTION

COUNTY

CONTRACT NO.

TOTAL

SHEETS

SHEET

NO.

FED. AID PROJECTILLINOIS

OF 3 SHEETS

ROCK ISLAND

FEBRUARY 7, 2022

armbrechtta

TAA

puzeydc DCP seal only

SHEET NO. 2

Stage construction line

Stage I construction Stage II construction

"B" :

"A" :

(E) : Indicates epoxy coating.

cementing to steel forms.

Set bar splicer assembly by nailing to wood forms or

Set bar splicer assembly by means of a template bolt.

bar

Reinforcement bar

Reinforcement bar (E)

Threaded splicer bolt

Template

Form

Form bar (E)

Threaded splicer bar (E)

Threaded splicer Location coupler (E)

Threaded coupler (E)

Threaded

Location

Positive stop splicer (E)

Mechanical

Reinforcement bar Reinforcement bar

Minimum lap length size

Bar required

No. assemblies size

Bar required

No. assemblies or end of approach slab

Stage construction line

Stage I construction Stage II construction lap length

Minimum

BSD-1

INSTALLATION AND SETTING METHODS

STANDARD MECHANICAL SPLICER

"A"

"B" conjunction with black bars.

* Epoxy not required on Bar Splicer Assembly components used in

" + thread length2 1 Threaded splicer bar length = min. lap length + 1 if applicable

Stage line bar (E)

Threaded splicer

Minimum lap length

(All components shall be provided from one supplier)

* Bar splicer assembly

1-1-2020 typ.

" cl.2 alternatives.

See approved list of bar splicer assemblies and mechanical splicers for for reinforcement bars. See Section 508 of the Standard Specifications.

Bar splicer assemblies shall be epoxy coated according to the requirements

All reinforcement shall be lapped and tied to the splicer bars.

yield strength.

Splicer bars shall be deformed with threaded ends and have a minimum 60 ksi

Notes:

STANDARD BAR SPLICER ASSEMBLY PLAN

SN 081-2039

BAR SPLICER ASSEMBLY & MECHANICAL SPLICER DETAILS

Slab #5 72 3'-2''

-DRAWN

PASSED

ENGINEER OF BRIDGES AND STRUCTURES

REVISED

ENGINEER OF STRUCTURAL SERVICES

DEPARTMENT OF TRANSPORTATION

STATE OF ILLINOIS

F.A.

RTE.

SECTION

COUNTY

CONTRACT NO.

TOTAL

SHEETS

SHEET

NO.

FED. AID PROJECTILLINOIS

OF 3 SHEETS

VHV

ATH ROCK ISLAND

FEBRUARY 7, 2022

VHV ATH

SHEET NO. 3

SN 081-2039

FOR INFORMATION ONLY - EXISTING CULVERT PLANS

ONLY

INFORMATION

FOR

-DRAWN

PASSED

ENGINEER OF BRIDGES AND STRUCTURES

REVISED

ENGINEER OF STRUCTURAL SERVICES

DEPARTMENT OF TRANSPORTATION

STATE OF ILLINOIS

F.A.

RTE.

SECTION

COUNTY

CONTRACT NO.

TOTAL

SHEETS

SHEET

NO.

FED. AID PROJECTILLINOIS

OF 3 SHEETS

VHV

ATH ROCK ISLAND

FEBRUARY 7, 2022

VHV ATH

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File details come from the government source that posted it. Updated Jul 31, 2024.