STATE SHEET TOTAL PROJECT OF S.D. Section E: Structure Plans

N

Section E: Structure Plans

PROJECTNO. SHEETS

SHEET TOTALSTATE

S.D.

OF

30

31

710

252627

34 35

23

131415

PINE RIDGE

407

R 45 W

T 35

NT 36

N

18

18

173

AV

E

174

AV

E

175

AV

E

176

AV

E

SCHOOL

PINE RIDGE

HOLY ROSARY

MISSION

D

S

C

White Clay

Dam

Cheyenne

R 44 W

11 12

1

36

6

18

INDEX OF SHEETS -

Sheet E1 Layout Map and Index

Sheet E2 Estimate of Structure Quantities

NH 0018(215)101

2 - 10' x 10' Box Culvert Uprgrade (Partial Precast)

Sta. 748 + 03.00

Str. No. 57-223-456

2 - 10' x 10' Box Culvert Uprgrade (Partial Precast)

Sheet E3 to E7

E1 E7

E2 E7I STATE I PROJECT I SHEET I TOTAL

OF r-~~~~~~~~~~j__~N!QO._ . .J,...£Sil:!H~EE~T:l!S_J

S.D. I NH 0018(215)101 I I I SECTION E- ESTIMATE OF STRUCTURE QUANTITES

Str. Nos. 57-223-456

BID ITEM ITEM

NUMBER QUANTITY UNIT

250E0030 Incidental Work, Structure Lump Sum LS

460E0120 Class A45 Concrete, Box Culvert 12.6 CuYd

460E0380 Install Dowel in Concrete 58 Each

480E0100 Reinforcing Steel 2,100 Lb

560E2124 2-10'x10' Precast Concrete Box Culvert, Furnish 200.0 Ft

560E2125 2-10'x10' Precast Concrete Box Culvert, Install 200.0 Ft

STR. NO. 57-223-456

1 5

HL-93PCN 06JC

S. D. DEPT. OF TRANSPORTATION

OF

FOR

SEC. 36-T36N-R45W

BB TK BT

DESIGNED BY

BRIDGE ENGINEER

DRAFTED BYCK. DES. BY

06JCTA01OGLA06JC

PROJECTNO. SHEETS

SHEET TOTALSTATE

S.D.

OF

ESTIMATED QUANTITIES

ITEM UNIT QUANTITY

Class A45 Concrete, Box Culvert

Lb.Reinforcing Steel

Cu. Yd.

EachInstall Dowel in Concrete 58

12.6

2100

INDEX OF CULVERT SHEETS

Sheet No. 1 - General Drawing and Quantities

-X028-

-X028-

PLANS BY :

OFFICE OF BRIDGE DESIGN, SOUTH DAKOTA DEPARTMENT OF TRANSPORTATION

Incidental Work, Structure L.S.

Ft.

Ft.

200

200

N

GENERAL DRAWING AND QUANTITES

OVER CHEYENNE CREEK

STA. 748 + 03.00

40° LHF SKEW

SEPTEMBER 2017

NH 0018(215)101

NH 0018(215)101

Sheet No. 2 - Notes and Dowel Placement Details

Sheet No. 5 - Details of Standard Plate No's. 460.10 & 560.01

Sheet No. 3 - F10 Barrel End Filler Section Details (5' - 6'') (A)

Sheet No. 4 - F10 Barrel End Filler Section Details (5' - 6'') (B)

Lump Sum

(PARTIAL PRECAST)

2 - 10' X 10' BOX CULVERT UPGRADE

OGLALA LAKOTA COUNTY

precast sections.

Dimension may vary depending on installation of

Based on survey.

Based on 8'' middle wall and 8'' side walls.

2 - 10' X 10' Precast Concrete Box Culvert, Furnish

2 - 10' X 10' Precast Concrete Box Culvert, Install

Existing Box Culvert

Section (Do Not Disturb)

Existing Precast Box Culvert

W.P.

W.P.

2 : 1

Rdw

yLC

Sta. 748 + 17.36

40° LHF

Sta. 748 + 03.00

Sta. 747 + 88.64

22' - 0''

4 : 1 20

' - 0''

Varies

20' - 0''

Varies

22' - 0''

4 : 1

PLAN

8''

10' - 0''

10' - 0''

8''

8''

1


W.P.

W.P.

FLOW

''87

53' - 9

3 : 1

2 : 1

3 : 1

''85

57' - 0

'' ±16949' - 2

Box C

ulvert

LCF10 = 5' - 6'' (Filler Section) 200' - 0'' Precast Box Culvert 54' - 7'' ±

'' ±169309' - 3

(Typ.)

(Typ.)

Ts

Ts

Tm

W = 1

0' - 0''

LC

Match Existing

Finished ShoulderMatch Existing

Finished ShoulderMatch Existing

Finished

Match Existing Match Existing

H = 1

0' - 0''

Tt

Tb

(Typ.)

at Top of Bottom Slab

Match Existing Flowline Elev.

Section (Do Not Disturb)

Existing Precast Box Culvert Existing Box CulvertExisting Box Culvert

at Top of Bottom Slab

Match Existing Flowline Elev.

10' - 0''

9''

''2

110

1F.L. Grade

Match Existing

W = Width of Opening

H = Height of Opening

Tt = Thickness of Top Slab

Tb = Thickness of Bottom Slab

Ts = Thickness of Side Wall

LEGEND

Tm = Thickness of Middle Wall

ELEVATION

Shoulder

Finished Shoulder

Finished

''16526' - 1 ''16

526' - 1 ''8528' - 8 ''8

528' - 8

Q

dQ

dA

dV

100Q

HYDRAULIC DATA

Vmax

QF

OT

1126 cfs

1126 cfs

2246 cfs

project based on 25 year frequency.

QF = Designated peak discharge for the basin approaching proposed

Q100

= Computed discharge for the basin approaching proposed project

QOT

Qd

= Design discharge for the proposed culvert based on 25 year

frequency. El. 3179.3.

based on 100 year frequency. El. 3183.8.

Vmax

based on 100 year frequency.

>Q100 = Maximum computed outlet velocity for the proposed culvert,

75 sq. ft.

15.0 fps

100Q = Overtopping discharge and frequency > year recurrence

17.9 fps

interval. El. 3205.1 @ Sta. 746 + 00.

Dimension based on original plans, in-place dimension may vary. E3 E7

1. Box culvert and box culvert end section design shall conform to the AASHTO

4. The design of the barrel sections shall be based on a minimum fill height of 2 feet

and include all subsequent fill heights up to and including the maximum fill height

5. Minimum inside corner fillet shall be 6 in.

6. Minimum precast barrel section length shall be 4 ft.

shop plans.

9. Installation of the precast sections shall be in accordance with the final approved

7. Lift holes shall be plugged with an approved nonshrinkable grout.

governed by the Specified Density method.

11. Compaction of earth embankment and box culvert backfill shall be

with the following criteria:

Design shall be in accordance with Section 560 of the South Dakota Specifications

LRFD Bridge Design Specifications, 2014 Edition with 2015 and 2016 interims.

calculations or shop plans, as appropriate.

level. Submit Load Rating calculations with the Design and Check Design

four specialized hauling vehicles shall rate greater than 1.0 at legal load rating

(Inventory Level). The three SD Legal Loads, the notional rating load and the

Bridge Evaluation. All sections of the box culvert shall rate at HL-93 or better

load and four specialized hauling vehicles noted in the AASHTO Manual for

for the three SD legal trucks (Type 3, 3S2 and 3-2) as well as the notional rating

HL-93 truck at both Inventory and Operating levels and at the Legal Load rating

method. The rating shall include evaluation at the Design Load rating for the

Bridge Evaluation, 2011 Edition with latest Interim Revisions using the LRFR

3. The box culvert shall be load rated in accordance with the AASHTO Manual for

through the proper channels, to the Office of Bridge Design for approval.

Contractor shall submit a design analysis for the anticipated construction loading,

construction loads in excess of legal load are anticipated by the Contractor, the

until a minimum of 4 ft. of fill has been placed over the Box Culvert. If

axle with gross weight = 95,850 lbs. The construction load shall not be applied

2. Design Live Load: HL-93 and construction loading consisting of one 7' - 6'' gage

included in the Proposal.

and Required Provisions, Supplemental Specifications and Special Provisions as

Use South Dakota Standard Specifications for Roads and Bridges, 2015 Edition

the lifting holes by approved equipment.

10. Care shall be taken when placing sections. Sections shall be only moved using

Specifications, and Special Provisions as included in the Proposal.

and Bridges, 2015 Edition and required Provisions, Supplemental

2. Construction Specifications: South Dakota Standard Specifications for Roads

Edition with 2008 and 2009 interims.

1. Design Specifications: AASHTO LRFD Bridge Design Specifications, 2007

GENERAL NOTES CAST-IN-PLACE PORTION

SPECIFICATIONS PRECAST PORTIONS

GENERAL NOTES PRECAST PORTIONS

STR. NO. 57-223-456

2 5

HL-93


OF

FOR

SEC. 36-T36N-R45W

BB TK BT

DESIGNED BY

BRIDGE ENGINEER


06JCTA01OGLA06JC

PROJECTNO. SHEETS

SHEET TOTALSTATE

S.D.

OF

OVER CHEYENNE CREEK

STA. 748 + 03.00

40° LHF SKEW

SEPTEMBER 2017

NH 0018(215)101

NH 0018(215)101

NOTES AND DOWEL PLACEMENT DETAILS

INSTALLING DOWELS IN CONCRETE

1. The epoxy resin mixture shall be of a type for bonding steel to hardened concrete and

2. The diameter of the drilled holes shall not be less than 1/8 inch greater, nor more

than 3/8 inch greater than the diameter of the dowels or as per the Manufacturer’s recommendations. Holes shall not be drilled using core bits. The drilled holes shall be

blown out with compressed air using a device that will reach the back of the hole to

ensure that all debris or loose material has been removed prior to epoxy injection.

to 1/2 full of epoxy, or as recommended by the Manufacturer, prior to insertion of the

steel bar. Care shall be taken to prevent epoxy from running out of the horizontal holes

prior to steel bar insertion. Rotate the steel bar during installation to eliminate voids

and ensure complete bonding of the bar. Insertion of the bars by the dipping or painting

4. No loads shall be applied to the epoxy grouted dowel bars until the epoxy resin has had

sufficient time to cure as specified by the epoxy resin manufacturer.

6. z2 dowel bars shall be #6 deformed bars conforming to ASTM A615 Grade 60.

7. The cost of drilling holes, epoxy resin, dowels, installation and other incidental

items shall be included in the contract unit price per each for Install Dowel in Concrete.

methods will not be allowed.

Each


ITEM UNIT QUANTITY

Install Dowel in Concrete 58

(Inlet end only)

Grade 3).

shall conform to AASHTO M235 Type IV, Grade 3 (Equivalent to ASTM C881, Type IV,

3. Mix epoxy resin as recommended by the Manufacturer and apply by an injection method

as approved by the Engineer. Beginning at the back of the drilled holes, fill the holes 1/3

z2 bars to be drilled in and


8''

DETAIL ''X''

grouted with Epoxy. (Typ.)

Box C

ulvert

LC

See DETAIL ''X''


PLAN - DOWEL DETAILS

(Inlet end only)

z2 bars to be drilled in and

grouted with Epoxy (Typ.)

22' - 0''

Box Culvert

LC

19 Spaces @ 12'' = 19' - 0'' (Typ.)1' - 6''

''2

14

''4

15

1' - 6''

1' - 3''

1' - 3''

5 S

paces @ 1

8''

= 7' - 6''

(Typ.)4'' (Typ.)

19 Spaces @ 12'' = 19' - 0'' (Typ.)2' - 0''

23' - 0''

VIEW A - A(Dowel Locations)

2' - 0''

A

A

Saw Cut Line

Saw Cut Line

ELEVATION - SAW CUT DETAILS

PLAN - SAW CUT DETAILS


Existing Box Culvert be removed)

Culvert Sections (To

Existing Precast Box

be removed)

Culvert Sections (To

Existing Precast Box

DESIGN MIX OF CONCRETE PRECAST PORTIONS

section, shall incorporate tie reinforcing steel and a 2'' x 3'' (nominal) keyway as follows:

The end of the precast section, at the construction joint between precast and C. I. P.

cast-in-place section members.

the full length of the slabs and walls, and positioned to be centered in the adjoining

2. The keyway shall be fabricated into the end of the precast section, continuous for

TIE QUANITITES" shall be fabricated into the end of the precast section.

Transportation STANDARD PLATE NO. 460.10 titled "BOX CULVERT BARREL

1. Tie reinforcement matching the size length, and spacing shown of the S. D. Dept. of

CONSTRUCTION JOINT

not be less than 4500 p.s.i. at 28 days.

1. Mix shall be as per fabricator's design, however minimum compressive strength shall

2. Type II cement is required.

INCIDENTAL WORK, STRUCTURE

interference with existing bars.

5. Embed z2 dowels 8” into existing concrete, dowels may be shifted 2'' maximum to avoid

of 25 ft. over the box culvert.

by more than 2 inches from that of the plan shown barrel section.

8. The interior wall thickness of the precast concrete section must not differ

(PARTIAL PRECAST)



SHOP PLANS

design and check design, if applicable, with initial submittal.

The fabricator shall submit shop plans in accordance with the specifications. Include

FOUNDATION PREPARATION

new RCBC.

be wetted then proof rolled to ensure adequate density prior to placement of the

be replaced and compacted according to Section 421. At a minimum, the area shall

underlying material. Any material disturbed from removal of the existing RCBC shall

The contractor shall remove the existing RCBC with minimal disturbance to the

SPECIFICATIONS CAST-IN-PLACE PORTION

governed by the Specified Density method.

8. Compaction of earth embankment and box culvert backfill material shall be

section I.D. Numbers (see SDDOT Materials Manual).

7. Circled numbers in PLAN and ELEVATION views on the General Drawing are

6. Use 1 inch clear cover on all reinforcing steel EXCEPT as shown.

inch.435. All exposed edges shall be chamfered

4. All reinforcing steel shall conform to ASTM A615 Grade 60.

3. All concrete shall be Class A45 conforming to Section 460.

Reinforcing Steel fy = 60000 p.s.i.

2. Design Material Strengths: Concrete f'c = 4500 p.s.i.

of 10 ft. (F10).

includes all subsequent fill heights up to and including the maximum fill height

1. The design of the barrel section is based on a minimum fill height of 2 feet and

DIMENSIONS OF EXISTING BOX CULVERT

. obtained from the Office of Bridge Design

Original construction plans can becompletion of the work required for this project.

actual field conditions and any necessary dimensions affecting the satisfactory

provided as information only. It is the Contractor's responsibility to inspect and verify

All details and dimensions of the Existing Box Culvert, contained in these plans, are

to the unit price per foot for 2 - 10' x 10' Precast Concrete Box Culvert, Furnish.

3. All costs associated with furnishing the tie reinforcing and keyway shall be incidental

original construction plans may be obtained through the Office of Bridge Design.

extent of the work and materials involved. If desired by the Contractor, a copy of the

responsibility of the Contractor to make a visual inspection of the structure to verify the

construed to be complete in all details. Before preparing the bid it shall be the

3. The foregoing is a general description of the in-place structure and should not be

Contractor will be required to load the salvaged section.

Contact Forterra, Inc. at (605)737-5208 to arrange pickup of the salvaged section. The

Contractor in accordance with ENVIRONMENTAL COMMITMENTS in SECTION A.

2. All portions of the existing not salvaged shall be removed and disposed of by the

site for pickup by Forterra, Inc.

place. One 6' section of the precast box culvert removed shall be salvaged and stored on

existing 2 - 10' x 10' precast box culvert, leaving the last section next to the outlet end in

1. Incidental work, Structure shall consist of the removal and disposal of 205.5' of the

E4 E7

STR. NO. 57-223-456

3 5

HL-93


OF

FOR

SEC. 36-T36N-R45W

TK BT

DESIGNED BY

BRIDGE ENGINEER


06JCTA03OGLA06JC

PROJECTNO. SHEETS

SHEET TOTALSTATE

S.D.

OF

OVER CHEYENNE CREEK

STA. 748 + 03.00

40° LHF SKEW

SEPTEMBER 2017

NH 0018(215)101

NH 0018(215)101

LEGEND FOR PLACING RE-STEEL

T.T.S. - Top of Top Slab

B.T.S. - Bottom of Top Slab

T.B.S. - Top of Bottom Slab

B.B.S. - Bottom of Bottom Slab

F10 BARREL END FILLER SECTION DETAILS (5' - 6'') (A)

(PARTIAL PRECAST)



3''3''

3''3''

8''8''

F10 = 5' - 6''

3'' 3''

p2

Keyway (Typ.)

2'' X 3''

k2

T.T.S.

j2

p2 @ 12''

s2

p2

Box C

ulvert

LC

Sy

m.

Abt.

PLAN(Top Slab)

p2

n2

p2 @ 12''

B.T.S.

3''3''

3''3''

8''8''

F10 = 5' - 6''

3'' 3''

''413 ''4

13

3'' 3''w2 ~ 5 Spaces @ 12'' = 5' - 0''

s2 ~ 5 Spaces @ 10'' = 4' - 2''

m2 ~ 12 Spaces @ 5'' = 5' - 0''

j2 ~ 6 Spaces @ 10'' = 5' - 0''

k2 ~ 10 Spaces @ 6'' = 5' - 0''

''21'' = 4' - 11 2

1h2 ~ 7 Spaces @ 8

s2 ~ 5 Spaces @ 10'' = 4' - 2''

n2 ~ 10 Spaces @ 6'' = 5' - 0''

j2 ~ 6 Spaces @ 10'' = 5' - 0''

k2 ~ 10 Spaces @ 6'' = 5' - 0''

k2

k2

p2

p2

h2

h2

k2

s2

j2

p2 @ 12''

w2 p2

m2

p2 @ 12''

T.B.S.

B.B.S.

PLAN(Bottom Slab)

precast sections.

Dimension may vary depending on installation of

NOTE:

BB

E5 E7

STR. NO. 57-223-456

4 5

HL-93


OF

FOR

SEC. 36-T36N-R45W

BB TK BT

DESIGNED BY

BRIDGE ENGINEER


06JCTA04OGLA06JC

PROJECTNO. SHEETS

SHEET TOTALSTATE

S.D.

OF

OVER CHEYENNE CREEK

STA. 748 + 03.00

40° LHF SKEW

SEPTEMBER 2017

NH 0018(215)101

NH 0018(215)101

M. W. - Middle Wall

I.F.O.W . - Inside Face of Outside Wall

O.F.O.W. - Outside Face of Outside Wall

LEGEND FOR PLACING RE-STEEL

F10 BARREL END FILLER SECTION DETAILS (5' - 6'') (B)

Mk. No. Size Length Type Bending Details

Str.

All dimensions are out to out of bars.

the Contractor.

Box CulvertITEM

UNIT Lb.

Class A45 Reinforcing

Steel

Str.h2

(Exact)

Type 17

k2

OPTIONAL k2 SPLICE DETAIL

j2

k2

m2

n2

z2

14

13

11

6

5

4

5

4

6

20' - 9''

22' - 9''

Str.

Str.

Str.

2' - 3''

Cu.Yd.

Concrete,


REINFORCING SCHEDULE

Type 17A

58

22 17

min. la

p

NOTES:

p2

h2 4 17A16

5' - 3''

1' - 9''

12.6 2100

Quantity of z2 bars is not included in reinforcing steel.

than those shown, must be submitted to the Engineer for prior

approval. If additional splices are approved, no payment will be

allowed for the added quantity of reinforcing steel.

''214' - 8

''214' - 8

Contractor may use optional reinforcing steel splice, as shown.

The cost of the additional reinforcing steel shall be borne by

Request for additional reinforcing steel splices at points other

12' - 0''

21' - 9''

11''

(Typ.)

See NOTES AND DOWEL PLACEMENT DETAILS Sheet.

123

20' - 9''

4w2

6 Str.s2 4' - 6''12

6 25' - 0''

''2

111' - 4

''4

36' - 6

12'' w2

(Exact)

(Exact)

Type S11A

6''

S11A

11' - 4''

8''

p2 s2

(10' - 0'' Maximum Fill)

1' - 4''1' - 4''

8'' 8''10' - 0''10' - 0''

1' - 8'' 1' - 8''

11' - 0'' 11' - 0''

22' - 0''

8 Spaces @ 12'' = 8' - 0'' 8 Spaces @ 12'' = 8' - 0''

1' - 4'' 1' - 4''2' - 2'' 8 Spaces @ 12'' = 8' - 0'' 2' - 2''8 Spaces @ 12'' = 8' - 0''

p2 p2

12''

(Typ.)

(Typ.)

12''6''6'' 6''9 Spaces @ 12'' = 9' - 0'' (Typ.)

'' Cl.

21

1

2''

Cl.

j2

m2p2

Constr. Jt. (Typ.)

''2

11' - 10

''2

12' - 1

5 S

paces @ 1

8''

= 7' - 6''

''2

111' - 7

2' - 0''

p2

p2

p2

k2

h2

Opt. Const. Jt. (Typ.)

n2

j2 p2 s2

p2

p2

p2

k2

h2

p2

p2

w2

23' - 0''

10' - 0''

9''

''2

110

(For One F10 Barrel End FIller Section)

F10 BARREL HALF SECTION

(PARTIAL PRECAST)



Keyway (Typ.)

2'' X 3''

Keyway (Typ.)

2'' X 3''

Keyway (Typ.)

2'' X 3''

p2

p2

k2

p2 @ 18''O.

F.O.

W.

s2

j2p2

n2

p2 @ 18''

w2

M.W.

m2

s2

j2p2

ELEVATION

k2p2

m2

p2 @ 18''

h2

I.F.O.W.

k2p2

n2

1 - F10 Barrel End Filler Section @ 5' - 6''

E6 E7

E7 E7

t= s: z1 bars spaced@ 12" 6' u.: ~

(Typ.) ....;

"' "" lJJ ~~ ~ 't) ~

a,~ (.)::, <llO

"',;_ ~~ i~

6" z1 bars spaced@ 12" 6" -.... (Typ.)

~F

TYPICAL SINGLE BARREL VIEW A - A

LEGEND FOR PLACING RE-STEEL I. F. W. - Inside Face Wall

t= s: 6' z1 bars spaced @ 12" 6' u.: (Typ.) ....;~

2o ~ lJJ -~ ~ Q)

't) ~ Q) ~ (.) ::, "'O "',;_ ~~

z1 bars spaced @ 12" -0 ~ 6" N (Typ.)

~F TYPICAL MULTIPLE BARREL VIEW A - A

p

p bars@ 18"

F "". ,. .

1'- 9" 1'- 9"

z1

z1@ 18" ( I. F. W. )

2" x 3" Keyway (Typ.)

z1

ELEVATION

a, (.)

.I!! ... a,

~ ~ a, ~ ~ ~ @) .g 't) .'!l a, .!:: (.)

[ ~ "'I'-~ "' -0

RISE "X" 3'-0" 3"

4'-0" 9"

5'-0" 6"

6'-0" 3"

7'-0" 9"

8'-0" 6"

9'-0" 3" 10'-0" 9" 11'- O" 6" 12'- O" 3"

GENERAL NOTES: 1. z1 bars shall be placed in the

middle of the 2" X 3" keyway in the top and bottom slabs. z1 bars shall be lapped with the longitudinal p bars in the inside face of the wall for outside walls and in either face for interior walls. z1 bars are listed and included elsewhere in plans.

2. Drainage Fabric Protection shall be placed in accordance with Section 422, or Section 560, whichever is applicable.

June 26. 2012

s 0 0 0 T

BOX CULVERT BARREL TIE REINFORCEMENT PLATE NUMBER

460.10

Published Date: 3rd Otr. 2019 Sheet I of I

ct Hole

I 16" 16"

·p..JJJom< 2" long 1 ~" ¢ (nominal pipe size) double extra strong pipe sleeve or approved equal. (Typ.)

32" (Adj. ± 1 W Min.)

TIE BOLT ASSEMBLY

GENERAL NOTES: 1. All holes for tie bolts shall be cast-in-place, 16 inches from

outside edge of joint. Cast in inserts or sleeves, if used, shall be made of a corrosion resistant material.

STATE OF

S.D.

2. Ties shall be 1 inch a! and conform to the requirements of ASTM A36, ASTM A307, or ASfM F1554, Gr. 36. Nuts shall be heavy hex in conformance with ASTM A563. Washers shall conform to ASTM F436, Type 1. The welded pipe sleeve shall conform to ASTM A53, Grade B.

3. Welding and weld inspection shall be in conformance with AWS/ANSI 01.1 - (Current Year) Structural Welding Code - Steel.

4. Tie Bolt Assembly shall be galvanized in accordance with ASTM A 153 or ASTM F2329 as applicable.

5. Tie Bolt Assembly details may vary from that shown, but alternate tie bolt assemblies are subject to testing to demonstrate equal strength. Submit details, through proper channels, to the Office of Bridge Design for approval.

6. All costs for furnishing and installing the precast box culvert tie bolt assembly shall be incidental to the contract unit price per Foot for "Precast Concrete Box Culvert, Furnish".

. I

PROJECT

NH 0018(215)101

March 21, 2016

PLATE NUMBER

560.01

SHEET TOTAL NO. SHEETS

Published Date: 3rd Otr. 2019

s 0 0 0 T

PRECAST BOX CULVERT TIE BOLT ASSEMBLY DETAILS

Sheet I of I

2 - 1 O' X 1 O' BOX CULVERT UPGRADE (PARTIAL PRECAST)

STR. NO. 57-223-456 SEPTEMBER 2017 G)oFG)

STATE SHEET TOTAL PROJECT OF S.D. Section E: Structure Plans

Documents

Transcript of STATE SHEET TOTAL PROJECT OF S.D. Section E: Structure Plans