Section E: Structure Plans - South Dakota

E1 E32

STATE PROJECT SHEET TOTAL

1--~~-.:_-----11----PH_0_0_28-(3-7)-32_9 __ --I NO. SHEETS

Section E: Structure Plans INDEX OF SHEETS -Sheet El Sheet E2 Sheet E3 to E7 Sheet EB to E15 Sheet E17 to E27 Sheet E28 to E32

Layout Map and Index Estimate of St,uctu,e Quantities St,. No. 29-077-150 2 - 12' x 5' Box Culve,t CP,ecast) St,. No. 29-082-150 10' x 7' Box Culve,t Str. No. 29-092-150 2 - 12' x 5' Box Culve,t St,. No. 29-115-150 3 - 10' x 9' Box Culve,t Extension CP,ecast)

END SHOULDER WIDENING BEGIN GRADING

END EXCEPTION Station 162+56.57

Station 324+25

BEGIN PH 0028 37 329 BEGIN EXCEPTION Station 160+49.52

Sta. 250 + 75.00 str. No. 29-115-150

3 - 10' x 9' Box Culvert Extension (Precast) Station 10+50

z rt) ....-I-

R55W

R55W R54W

END SHOULDER WIDENING BEGIN GRADING Station 254+25

END GRADING BEGIN SHOULDER WIDENING

Station 264+66.00


Station 335+50

N

BEGIN EXCEPTION Station 435+12.00

R53W

LAKE ST.

R53W

END SHOULDER WIDENING BEGIN GRADING Station 442+34.01


Station 462+00.00

w ~

CX) ..... ('")

14

0 ~ Ol Ol + (") -q--I!)

w ~

END EXCEPTION Station 440+66.00

R52W END PH 0028 37 329

R52W

END GRADING

Station 596+00

z (\') ....-I-

BEGIN SHOULDER WIDENING Station 516+00.00

END SHOULDER WIDENING BEGIN GRADING Station 4 79+50

Revised January 6, 2021 PW E2 E32I STATE I PROJECT I SHEET I TOTAL

OF 1--------------1 NO. SHEETS

I S.D. I PH 0028(37)329 I I SECTION E- ESTIMATE OF STRUCTURE QUANTITES

Str. No. 29-077-150 Str. No. 29-115-150

BIO ITEM ITEM QUANTITY UNIT

NUMBER

BID ITEM ITEM QUANTITY UNIT

NUMBER

420E0200 Structure Excavation, Box Culvert 77 CuYd 110E7560 Remove Precast Concrete Box Culvert End 4 Each

Section for Reset 421E0200 Box Culvert Undercut 241 CuYd 420E0200 Structure Excavation, Box Culvert 53 CuYd 560E2164 2-12'x5' Precast Concrete Box Culvert, Furnish 80.0 Ft 421 E0200 Box Culvert Undercut 177 CuYd 560E2165 2-12'x5' Precast Concrete Box Culvert, Install 80.0 Ft 464E0100 Controlled Density Fill 12.5 CuYd

560E3164 2-12'x5' Precast Concrete Box Culvert End 2 Each Section, Furnish

560E0140 1 O'x9' Precast Concrete Box Culvert, Furnish 20.0 Ft

560E3165 2-12'x5' Precast Concrete Box Culvert End 2 Each 560E0141 1 O'x9' Precast Concrete Box Culvert, Install 20.0 Ft

Section, Install 560E2122 2-10'x9' Precast Concrete Box Culvert, Furnish 20.0 Ft 700E0210 Class B Riprap 53.0 Ton

560E2123 2-10'x9' Precast Concrete Box Culvert, Install 20.0 Ft 831 E011 0 Type B Drainage Fabric 67 SaYd

560E4003 Special Precast Concrete Box Cu lvert End 4 Each Section, Furnish

Str. No. 29-082-150 560E4004 Special Precast Concrete Box Cu lvert End 4 Each

Section, Install

BIO ITEM ITEM QUANTITY UNIT

NUMBER

560E5111 Reset Precast Concrete Box Culvert End Section 4 Each

700E0210 Class B Riprap 99.5 Ton

420E0200 Structure Excavation, Box Culvert 55 CuYd 831 E0110 Type B Drainage Fabric 112 SqYd

421E0200 Box Culvert Undercut 207 CuYd

460E0120 Class A45 Concrete, Box Culvert 128.6 CuYd

480E0100 Reinforcing Steel 21 .711 l b


831E0110 Type B Drainage Fabric 77 SaYd

Str. No. 29-092-150 BIO ITEM

ITEM NUMBER

QUANTITY UNIT

420E0200 Structure Excavation, Box Culvert 140 CuYd

421E0200 Box Culvert Undercut 364 CuYd

460E0120 Class A45 Concrete, Box Culvert 306.2 CuYd

480E0100 Reinforcing Steel 42,330 Lb


831E0110 Type B Drainage Fabric 161 SaYd

E3 E32The elevations shown in these plans are based on the National Geodetic Survey (NGS) North American Vertical Datum of 1988 (NA VDBB).

LEGEND

W = Width of Opening H = Height of Opening Tt = Thickness of Top Slab Tb = Thickness of Bottom Slab Ts = Thickness of Side Wall

12'-0"

* Dimension may vary with fabricator and/or installation. See Shop Plans for actual installation length. * Minimum distance to satisfy clear zone. 6 Based on dimensions shown. □ Based on 8" side walls and 8" middle wall.

*10'-0" (Outlet)

*50'-0"

*42'-0"

*100'-0"

*50'-0"

*BO' - O" Precast Box Culvert

*42'-0"

STATE OF

S.D.

*10'-0" (Inlet)

PROJECT SHEET TOTAL NO. SHEETS

PH 0028(37)329

Tm = Thickness of Middle~W.~a-11-- liios'i'i'lii'i'riii:=:'is'=""i'r:='iif'~ii'i-=-__________________ ~ __________ ~~~,,:,-.,:,:.~ _ _ _ _ _ _ _ _ + ~~'~ '~: ,;:~ _ ;:;,,:,:., ~;;,,:,,:, ~ _________________ -+-_________ 7

------,--------1-

I

6 F. L. Elev. 1733.46 I

Sta. 44 + 95.00 F. L. Elev. 1733. 50

I

I I a5 I

::, I

-- --~-2l- ~ - -t:~==:::$===:==:::::i~-=-~ I

CI) = = = = = = ==_tf-- = =-= =-= =1--- -= =-= =-= ~ I

----- -+-_-=----=-----=--~ ..:. ➔---+----.-'I'

6F. L. Elev. 1733.55

I

6 I

.ct FLOW

I I

______ J_ _l _ ______ _j_

- J_ -

□ Sta. 44 + 82.00

---------------------------~------------------T------------------~--------------------------------2:1

NOTE: Box Culvert ffowline has been depressed 1' - O" below channel ffowline to accommodate aquatic organisms. The 1' - O" depression will be allowed to fill in naturally over time.

HYDRAULIC DA TA Qd 389 cfs

Ad 60sq. ft.

Vd 6.5 fps

QF 389 cfs

o,oo 660 cfs

Oar 873 cfs

Vmax 9.1 fps

6F. L. Elev. 1733.46

Qd = Design discharge for the proposed culvert based on 25 year frequency. El. 1738.4. Q0 r = Overlapping discharge and frequency> Q 100 year recurrence interval. El. 1741.3@ Sta. 46 + 43.00.

Q F = Designated peak discharge for the basin approaching proposed project based on 25 year frequency.

0 100 = Computed discharge for the basin approaching proposed project based on 100 year frequency. El. 1739.9.

V max = Maximum computed outlet velocity for the proposed culvert, based on 100 year frequency.

22'-0" 12.6: 1

Finished Shoulder Match Existing

=~;~, -= --:c ---- -

20'-0" Match Existing

PLAN

20'-0"

'1 · 't Finished Match Existing

20'-0" 22'-0" 2:1 Match Existing 14.9: 1

20'-0"

I H. W. Elev. 1739.9 (100 Year) ..,,,. I D.H.W Elev. 1738.4 (25 Year)

6 F. L. Elev. 1733. 55

F. L. Elev. 1733.50 ° Bottom Limits of Undercut 0:,

-------------------------w--------------, ELEVATION (See Typical Section on Notes

and Undercut Details Sheet.)

ESTIMATED QUANTITIES ITEM UNIT

Structure Excavation, Box Culvert Cu. Yd. Box Culvert Undercut Cu. Yd. Class B Riprap Ton Type B Drainage Fabric Sq. Yd. 2 - 12' X 5' Precast Concrete Box Culvert, Furnish Ft. 2 - 12' X 5' Precast Concrete Box Culvert, Install Ft. 2 - 12' X 5' Precast Concrete Box Culvert End Section, Furnish Each 2 - 12' X 5' Precast Concrete Box Culvert End Section, Install Each

tj. Quantity is based on 9" bottom slab, 9" top slab and B" walls.

* For estimating purposes only, a factor of 1.4 tons/cu. yd. was used to convert Cu. Yd. to Tons.

QUANTITY

77 241

53 67 80 80 2 2

-X028-

INDEX OF CULVERT SHEETS Sheet No. 1 - General Drawing and Quantities Sheet No. 2 - Notes and Undercut Details Sheet No. 3 - Details of Standard Plate No's. 460.02 & 560.01 Sheet No. 4 - Details of Standard Plate No's. 560.21 & 560.20 Sheet No. 5 - Details of Standard Plate No. 620. 16

PLANS BY: OFFICE OF BRIDGE DESIGN, SOUTH DAKOTA DEPARTMENT OF TRANSPORTATION

GENERAL DRAWING AND QUANTITIES

FOR

2 - 12' X 5' BOX CULVERT (PRECAST) OVER TRIB. TO DOLPH CREEK STA. 44 + 95.00 STR. NO. 29-077-150 PCN 04JY

0° SKEW SEC. 17/20-T113N-R54W

PH 0028(37)329 HL-93

HAMLIN COUNTY

S. D. DEPT. OF TRANSPORTATION

-X028-MAY 2018 0 OF 0

DESIGNED BY CK. DES. BY DRAFTED BY ~D ~ ~

HAML04JY 04JYGA01

E4 E32SPECIF/CATIONS 1. Design Specifications: AASHTO LRFD Bridge Design Specifications, 8th

Edition.

2. Construction Specifications: South Dakota Standard Specifications for Roads and Bridges, 2015 Edition and required Provisions, Supplemental Specifications, and Special Provisions as included in the Proposal.

GENERAL NOTES Design shall be in accordance with Section 560 of the South Dakota Specifications with the following criteria:

1. Box culvert and box culvert end section design shall conform to the AASHTO LRFD Bridge Design Specifications, 8th Edition.

2. Design Live Load: HL-93. No construction loading in excess of legal load is anticipated. If construction loading in excess of legal load is anticipated by the Contractor, the Contractor will submit a proposal including a design analysis for the anticipated construction loading, through the proper channels, to the Office of Bridge Design for approval. Upon approval, the construction load will not be applied until the depth of fill over the box culvert as required by analysis has been placed. At a minimum, 4 feet of fill will be placed over the box culvert prior to applying the construction load All costs associated with accommodating any construction loads will be borne by the Contractor.

3. The box culvert shall be load rated in accordance with the AASHTO Manual for Bridge Evaluation, 2011 Edition with latest Interim Revisions using the LRFR method. The rating shall include evaluation of the Design HL-93 truck at both Inventory and Operating levels and a Legal Load rating for the three SD legal trucks (Type 3, 3S2 and 3-2) as well as the notional rating load and four specialized hauling vehicles. The structure shall also be evaluated for the emergency vehicles, EV2 and EV3, at the legal load rating level. All sections of the box culvert shall rate at HL-93 or better (Inventory Level). The three SD Legal Loads, the notional rating load, the four specialized hauling vehicles, and two emergency vehicles shall rate greater than 1. 0 at legal load rating level. Submit Load Rating calculations with the Design and Check Design calculations or shop plans, as appropriate.

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 of 5 ft. over the box culvert.

5. Minimum inside comer fillet shall be 6 in.

6. Minimum precast barrel section length will be 6 foot sections; however, no more than two 4 foot sections are allowed in any one length of precast barrel.

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

8. The Fabricator shall imprint on the structure the date of construction as specified and detailed on Standard Plate No. 460.02.

9. Alternate end section details will be allowed, subject to the approval of the Bridge Construction Engineer. No additional payment will be made for any change in the barrel/end section configuration.

10. Installation of the precast sections shall be in accordance with the final approved shop plans.

11. Care shall be taken when placing sections. Sections shall be only moved using the lifting holes by approved equipment.

12. Dewatering will be required for construction of the box culvert.

SUBSURFACE INVESTIGATION (June 2019J

Station Offset Elevation Material Description

1740.4 - 1738.4 Gravel

44+85 19.0 ft R t. 1738.4 - 1734.9 Brown silt clay with sand

1734.9 - 1733.9 Gravel

1733.9 - 1721.4 Brown to Qray c lay si lt 1740.4 - 1738.4 Gravel 1738.4 - 1735.4 Brown silt clay with sand

45+05 19. 0 ft Lt. 1735.4 - 1734.4 Gravel

1734.4 - 1732.4 Black si lt clay (organics) 1732.4 - 1721.4 Brown to gray c lay si lt

DESIGN MIX OF CONCRETE

Groundwater

Elevation

1737. 1

1736.7

1. Mix shall be as per fabricator's design, however minimum compressive strength shall not be less than 4500 p.s.i. at 28 days.

2. Type II cement is required.

SHOP PLANS The fabricator shall submit shop plans in accordance with the specifications. Include design and check design, if applicable, with initial submittal.

6 b ""

b

6

I STATE I PROJECT I SHEET I TOTAL OF 1---------------1 NO. SHEETS

I S.D. I PH 0028(37)329 I I

<

I :

104'-0"

: I 52'-0" • I • 52'-0"

~ Rdwy

I ' I ' I ' I ' I '

-----------------------------------------_ l(,. ~: ,;oo - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

..<7

UNDERCUT LAYOUT (Bottom Dimensions)

32'-0"

16'-0" 16'-0" I ' I f

Box Culvert

I

TYPICAL SECTION (For Limits of Undercut)

FLOW

ESTIMATED QUANTITIES ITEM I UNIT I QUANTITY

r/J Box Culvert Undercut I Cu. Yd. I 241

r/J For payment, quantity is based on plan shown undercut dimensions and will not be measured unless the Engineer orders a change.

NOTES AND UNDERCUT DETAILS

FOR

2 - 12' X 5' BOX CULVERT (PRECAST) OVER TRIB. TO DOLPH CREEK STA. 44 + 95.00 STR. NO. 29-077-150

0° SKEW SEC. 17/20-T113N-R54W

PH 0028(37)329 HL-93

HAMLIN COUNTY


MAY 2018 0 OF 0 □Es1;5N0E□ BY I cK.~~s.Bv 1 □RAF8TTEDsvI4~,4~ ~ ~- _

HAML04JY 04JYGA02 I '"t<IDGE ENGINEER

E5 E32

¾" 1 ¼"

Year Plate See Note 2 (c)

17"

2½" 1" 2 ½" 1" 2½" 1" 2½"

g [OJ PLACE PLACE

APPROPRIATE APPROPRIATE

NUMBER NUMBER

HERE HERE

YEAR PLATE DETAILS

GENERAL NOTES: 1. Year plates of the general dimensions shown shall be constructed on all

box culverts and bridges. The year plates shall be constructed in reverse and attached to the forms in such a manner that the finished imprint in the concrete does not exceed one-half(½) inch in depth.

2. Year plates shall be located on structure (s) as follows:

1 ¼"

a. On cast-in-place box culverts the year plates shall be four and one - half (4 1/2) inches below the top of the upstream parapet wall and centered laterally on the upstream face. On precast box culverts the year plate shall be centered laterally on the upstream face of the top slab. Where an extended interior wall interferes with this location, the year plate shall be centered in an adjacent barrel.

b. On bridges with six (6) inch curbs or "Jersey" shaped barriers with no

¾"

endb/ocks, the year plate shall be centered vertically on the curb face approximately six (6) inches from the end of the bridge, or as designated by the Engineer. On bridges with "Jersey" shaped barrier endb/ocks, the year plate shall be centered on the upper sloped portion of the barrier approximately 5'- 6" from the end of the bridge, or as designated by the Engineer. There shall be one year plate at each end of the bridge on opposite sides.

c. When the plans specify that both the original date of construction and the date of reconstruction are to be shown, one date shall be placed as fisted above and the other located adjacent to it. Both year plates shall be shown at each end of the bridge on opposite sides.

3. There will be no separate measurement or payment made for year plates on box culverts and bridges. All costs for this work shall be incidental to other contract items.

End Bridge

End Bridge

~

~

1--: ~

~

~


JERSEY BARRIER (With Endblock)

JERSEY BARRIER TYPEBCURB

Published Date: 4th Otr. 2020

s D D 0 T

YEAR PLATE DETAILS

June 26.2012

PLATE NUMBER

460.02

Sheet I Of I

Cf Hofe

I 16" 16" ·r~~,.

2" long 1 ½" ¢ (nominal pipe size) double extra strong pipe sleeve or approved equal. (Typ.)

STATE OF

S.D.

I. ~t~ 32" (Adj. ± 1 ½" 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.

2. Ties shall be 1 inch C1S and conform to the requirements of ASTM A36, ASTM A307, or ASfM Ft 554, 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 AWSIANSI 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 va,y 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 instaffing the precast box culvert tie bolt assembly shall be incidental to the contract unit price per Foot for "Precast Concrete Box Culvert, Furnish".


s D D 0 T

PRECAST BOX CULVERT TIE BOLT ASSEMBLY DETAILS

Cf Hofe

. I

PROJECT

PH 0028(37)329

March 21, 2016

PLATE NUMBER

560.01

Sheet I of I

SHEET TOTAL NO. SHEETS

2 - 12' X 5' BOX CULVERT (PRECAST)

G)oFG) STR. NO. 29-077-150

MAY 2018

E6 E32

1"¢ Tie (Typ.)

PLAN (Inlet or Outlet)

ELEVATION (Inlet or Outlet)

Tm

' ' ' ' ' ' ' ' ' ' ai : -----~--~ ===~=a::!

)( ' -----o·--, Ill :

' ' ' ' ' ' ' '

CUTOFF WALL 1. All costs associated with furnishing and installing the Cutoff

Wall, whether precast or cast-in-place, shall be incidental to the contract unit price per each for "Precast Box Culvert End Section, Furnish".

2. Concrete for cast-in-place cutoff wall shall be Class M6 concrete in accordance with Section 462 of the Specifications.

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

4. Alternate details will be allowed, subject to the approval of the Bridge Construction Engineer.

4" r

DETAIL "X " 1"¢Ties (Typ.)

NOTE: Joint details may vary from that shown, according to the manufacturer's design. Submit details with shop plans for approval.

:i::

w

~

1 ½" Cl. I---

~ SEC. C-C

LEGEND W = Width of Opening H = Height of Opening Tt = Thickness of Top Slab

Tb = Thickness of Bottom Slab Ts = Thickness of Side Wall

Tm = Thickness of Middle Wall

L = Length of End Section

I 2W + ( 3'- O") I NOTES: ,--.,------------~-~----------..,,..., See GENERAL DRAWING for Wand H dimensions.

VIEW A-A

Tt, Tb, Tm, L, and Ts dimensions shall be furnished by the Contractor. * Length and number of units may vary from that shown.

June 26. 2015

PLATE NUMBER

560.20


s D D 0 T

PRECAST DOUBLE BOX CULVERT SLOPED END SECTION DETAILS WITH 2'-0" CUTOFF WALL

Sheet I of I

~ri __ _ ~ f--------'*-'-'L=---------"

0 PLAN ~ (Inlet or Outlet)

tr

~ID 3" ¢Holes ,J"

for Cutoff ~ I Wall

ELEVATION

10" M Radius (T

Ts

~ yp. 11y ~

1"¢Tie (Typ ,, . II CutoffWa

(Cast-in-Plac orPrecas

e t)

12" E . '

\

(Inlet or Outlet)

w

Tm'<_

Fifi 3" ¢ holes with grout conforming to ~

\ Section 460.2 K. of the ~lions.

~ ~

" " " "

1/

"

' ' ' ' ' ' ' ' ' ~ : -----< -~ ==~~8 :=:

----- ~--~ Ill :

w

~ "

' ' ' ' ' ' ' ' I '

" "

STATE OF

S.D.

PROJECT

PH 0028(37)329






:i::

"( I

/

DETAIL "X " NOTE: Joint details may vary from that shown, according to the manufacturer's design. Submit details with shop plans for approval.

"' <l> 0

"' ~ ~ cii :,

r~i ,z ...

~= •

~=- :c:

•

~ . )

d

1 ½" Cl. I--

~ SEC. C-C


Tb = Thickness of Bottom Slab Ts = Thickness of Side Wall

Tm = Thickness of Middle Wall

NOTES: L = Length of End Section

I 2W + (3'- O") I i--•------------~--~-------------t See GENERAL DRAWING for Wand H dimensions.


Tl, Tb, Tm, L, and Ts dimensions shall be furnished by the Contractor.

VIEW A-A * Length and number of units may vary from that shown.

June 26. 2015

s D D 0 T


PLATE NUMBER

560.21

Sheet I of I



0oFG) STR. NO. 29-077-150

MAY 2018

E7 E32

Eyebolt (See EYEBOL T DETAILS)

x--x--x--x x--x--x--x ==~~:.._ ______ _

- " x--:----"I,. "

Flowline Box Culvert

' ·-- _.J

DETAIL FOR FENCE ANCHORS

GENERAL NOTES:

1. The fence and post details shown are for illustrative purpose only. The fence shall be as specified elsewhere in the plans.

2. Eyeballs shall be placed on all of the box culvert wing walls.

3. Eyeballs shall be r,, inch diameter and shall conform to AS TM A307. VIEWA -A 4. Eyeballs, nuts, and concrete inserts shall be galvanized in accordance

with AASHTO M232 (ASTM A 153). Concrete inserts of corrosion resistant material need not be galvanized. Len th of E ebolt

5. Cast-in-place eyebolts shall have a nut attached, be 4 ½ inches (Min.) in length and shall be embedded such that the eye of the bolt is flush with the concrete surface. (See Eyeball Details) As an alternate, cast-in-place concrete inserts, capable of developing the full strength of the r,, inch diameter threaded eyeball, may be used and shall be set in the concrete in accordance with the manufacturer's recommendations. The eyeball shall be of sufficient length to develop its full strength. The eye of the eyebolt shall be flush with the concrete surface.

6. The cost for furnishing and instaffing eyeballs and/or concrete inserts shall be incidental to various contract items. EYEBOL T DETAILS


s D D 0 T

FENCE ANCHORS FOR BOX CULVERT WING WALLS

December 23.2012

PLATE NUMBER

620.16

Sheet I of I

STATE OF

S.D.

PROJECT

PH 0028(37)329



G)oFG) STR. NO. 29-077-150 MAY 2018

E8 E32The elevations shown in these plans are based on the National Geodetic Survey (NGS) North American Vertical Datum of 1988 (NAVD88).

127' -3 ¾" 64'- 63/.,"

16' - 63/.," (Inlet) 1'-1 ¼"

F5 = 48' - 0"

Finished Shoulder)

I

I I

I - - - ' - - - - - - - - - 7/ - - - - - - - - - - -

~ I

~-!----,~/ :: -----~ ~--~~t;_-_ ~-- f? 0--~,: /i;; ~ iii/! <ll I I F.L. Elev. 1720.

~ "---~ ~~~~~~~~~~~ ~~~L~~~~~~~~~~~~-~~ 0) WP. "B'~

I

!- - -

NOTE: Box culvert flow line has been depressed 1' - O" below channel flow line to accommodate aquatic organisms. The 1' - O" depression will be allowed to fill in naturally over time.

H. W. Elev. 1730.7 (100 Year)~

D.H.W. Elev. 1728.5 (25 Year)~ .,... .,...

\\

I

I I

I

~--'l:::::c:!:::::=====r---f-!-L------1 -

PLAN

23' - 1 Ye"

62'-9"

F5 = 48' - 0"

I

,?, F "'11:r

/ 1 Finished Shoulder~

1'- 1 ¼"

, (See Typical Section on Notes / i ~i' / jop Limits of Undercut. 1

/ and Undercut Details sheet.) / t,; ' , I

-- ~---------------~-----------~ I

23'-1 Ye"

14'- 9" (Outlet)

jj 00 F.L. Elev. 1720.10 Bottom Limits o~ U~d~r:wt~ - - - - - - - -~lih, (See Typical Section on Notes

F.L. Elev. 1719.88

HYDRAULIC DATA Qd 470 cfs

Ad 41 sq. ft.

Vd 11.5 fps

QF 470 cfs

Q,oo 800 cfs

QOT >Q100 yr

Vmax 12.8 fps

Q0 = Design discharge for the proposed culvert based on 25 year frequency. El. 1728. 5.

Q0 , = Overlapping discharge and frequency> Q100 yr. recurrence interval. El. 1730.8@ Sta. 73 + 78.00.


Q100 = Computed discharge for the basin approaching proposed project based on 100 year frequency. El. 1730. 7.

V max = Maximum computed outlet velocity for the proposed culvert based on a 100 year frequency.

ELEVATION and Undercut Details sheet.)

TABLE OF WORKING POINTS W.P. STATION OFFSET

"A" 73 + 64.71 55.70' Lt. "B" 73 + 41.01 56.06' Lt. "C" 73 + 65.79 42.70' Lt.

"D" 73 + 52.98 42.57' Lt.

"E" 74 + 15.02 42.57' Rt. "F" 74 + 02.30 42.86' Rt. * "G" 74 + 32.67 54.01' Rt. "H" 74 + 10.24 54.44' Rt.

ESTIMATED QUANTITIES ITEM UNIT QUANTITY

Class A45 Concrete, Box Culvert Cu. Yd.

Reinforcing Steel Lb.

Structure Excavation, Box Culvert Cu. Yd. Box Culvert Undercut Cu. Yd. Type B Drainage Fabric Sq. Yd. Class B Riprap Ton * For estimating purposes only, a factor of 1.4 tons/cu. yd. was

used to convert Cu. Yds. to Tons.

PLANS BY:

128.6

21711

51 207 77

62.0

16'-0"

OFFICE OF BRIDGE DESIGN, SOUTH DAKOTA DEPARTMENT OF TRANSPORTATION

STATE OF

S.D.

PROJECT

PH 0028(37)329

00

INDEX OF CULVERT SHEETS-sheet No. 1 - General Drawing and Quantities Sheet No. 2 - Notes and Undercut Details Sheet No. 3 - Inlet Details (A) Sheet No. 4 - Inlet Details (B)

Sheet No. 5 - Outlet Details (A) Sheet No. 6 - Outlet Details (B) Sheet No. 7 - F5 Barrel End Section Details (48' - 0'? Sheet No. 8 - Details of Standard Plate No's 460.02 and 460.10

Sheet No. 9 - Details of Standard Plate No. 620.16



FOR

10' X 7' BOX CULVERT OVER TRIB. TO DOLPH CREEK STA. 73 + 84.00 STR. NO. 29-082-150 PCN 04JY

30° RHF SKEW SEC. 16/21-T113N-R54W

PH 0028(37)329 HL-93

HAMLIN COUNTY


JUNE 2018 0 OF 0 DESIGNED BY CK. DES. BY DRAFTED BY

CL CH BT HAML04JY 04JYGB01

E9 E32

"t:: ~

GJ-G- -- -- -s

SPECIF/CATIONS 1. Design Specifications: AASHTO LRFD Bridge Design Specifications, 8th Edition.


GENERAL NOTES 1. Design Live Load: HL-93. No construction loading in excess oflegal load was

considered.

2. The design of the barrel section is based on a minimum fill height of 2 foot and includes all subsequent fill heights up to and including the maximum fill height of 5 ft. (F5).

3. Design Material Strengths: Concrete re = 4500 p.s.i. Reinforcing Steel fy = 60000 p.s.i.

4. High sulfate levels are likely to be encountered on this project. All concrete shall be Class A45 conforming to section 460, with the following modifications: the type of cement shall be either a type Vora type II with 20 to 25 percent Class F Modified Fly Ash substituted for cement in accordance with section 605.


6. All lap splices shown are contact lap splices unless noted otherwise.

7. All exposed edges shall be chamfered¾ inch.

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

9. The Contractor shall imprint on the structure the date of construction as specified and detailed on Standard Plate No. 460.02.

10. Care shall be taken to establish Working Points (WP.) as shown on the wings.

11. Circled numbers in PLAN and ELEVATION views on the General Drawing are section I.D. Numbers (see SDDOT Materials Manual).

12. Cost of Preformed Expansion Joint Filler used in apron construction will be incidental to the other contract items.

13. Dewatering will be required to construct the box culvert.

SUBSURFACE INVESTIGATION (June 2019)

Elevation Material Description Groundwater

Station Offset Elevation

1730.2 - 1726.7 Gravel

73+36 18.0ftLt. 1726.7 - 1724.2 Black silt clay (organics)

1725. 1 1724.2 - 1718.7 Gravel

1718.7 - 1711.2 Brown to gray sandy clay

73+93 17.0ft Rt. 1729.6 - 1727.6 Gravel

1726. 1 1727.6 - 1710.6 Brown to gray sandy clay

16' -3" 40'-3"

?,-, I

I

I

I

136' - O"

46'-9"

STATE OF

S.D.

PROJECT

PH 0028(37)329

32'-9"


- - - - - -- - - - - - - -- - - - -- - - - - - - ~ ~ - - - --- ~;: ;3--:8~.00~~::f30°~HF -- - - - - - --- - - - - - -- - - - -- - -- - - - -- - - - - - --- - - - - - -- - - ~

?,-, FLOW :t::::-,, ,__

27' - 3" I 2· - 3"

' "'

io ?,-, 0, ...

48'-3"

9'-1 ½"

I

I

I

139'-6"

UNDERCUT LAYOUT

18'-3"

I If

Box Culvert

I

(Bottom Dimensions)

9'-1 ½"

42'-6"

r/J

1 -io ' "'

3'-0" 16'-3"


Box Culvert Undercut I Cu. Yd. I 207



FOR

10' X 7' BOX CULVERT OVER TRIB. TO DOLPH CREEK STA. 73 + 84.00 STR. NO. 29-082-150 PCN 04JY


PH 0028(37)329 HL-93

HAMLIN COUNTY




E10 E32

~ 12"

0 ~Li•' . ~ :1~1 .jQ.. rj I·'"""'"' .

SECT/ONA-A (At Top Slab)

VIEWD-D (At Exterior Wall)

)N, //re@12"

SECTIONB-B DETAIL 'X"

(At Bottom Slab)

SECTION E-E

1:::

NOTE: Apron shall NOT be built monolithic with the Box Culvert.

- - - -~-~- - - - - - D===i=.-1-~-.l-~--1---l---l----l----l----l----l---1------1-'-~

s

PLAN (Inlet Apron)

PLAN

STATE OF

S.D.


PH 0028(37)329

----,, -----~~ --

'b

c2

------~ ------- -t:,,'

//

~

0"' j

--------------------

INLET DETAILS (A)

FOR

10' X 7' BOX CULVERT OVER TRIB. TO DOLPH CREEK STA. 73 + 84.00


PH 0028(37)329 HL-93

STR. NO. 29-082-150

HAMLIN COUNTY




E11 E32

Inlet

' ...... ...... ......

ix,

i:o

"'"'

Inlet Apron

ITEM

UNIT

~ 13'-0"

O.F.W.W. kt -13 Spaces@ 10 ½" = 11' -4 ½"

I.F.W.W. ht -7Spaces@18"= 10'-6"

Opt. Constr. Jt.

p9

VIEWF-F

18'-0"

1'-4 ½" k3-19Spaces@10½"= 16'-7½"

1' - 6" h3 - 11 Spaces@ 18" = 16' - 6"

et

VIEWG-G

i---k2 to½"7 I .

18"

O.F.W.W.

I.F.W.W.

9"

1' - O"

Opt. Constr. Jt.

g4@9"

~

' ...... ...... ......

~-----------

p12

EST/MA TED QUANTITIES ClassA45

Reinforcing Structure

Concrete, Excavation, Box Culvert

Steel Box Culvert

LEGEND FOR PLACING RE-STEEL 0. F. W. W. - Outside Face of Wing Wall

Cu. Yd. Lb. Cu. Yd. I. F. W. W. - Inside Face of Wing Wall

13.5 1524 6.5 6.1 446 6.1

e@ 12"

b1

* et

pl

SECT/ONH-H

r/J

e@ 12" r/J

r/J

r/J

et r/J

r/J SECT/ONJ-J

7" n r/J r/J r/J

(0

ix, +I p

~ CV) ::: C\I

0

' "'

1 ½" Cl.

3'-4"

4'-1"

SECTIONC-C

Mk. No. Size Length

STATE OF

S.D.

PROJECT

PH 0028(37)329

REINFORCING SCHEDULE Type Bending Details


t---=-'----+~-+-~_,_~~____.---'S"'t'-'--'r. 2' _ 0"

o-=-'----+~-~_,_---'----'--~-----+---'s"'1~'--'--'r. 9 ½" ft I E • I a1 4 6 12'-6" b1 4 6 11' - 0"

~-1-----=--1-----~--=--------=-----'=-'--'E f~~ ~~~ LJ

198 1 "'

19a l~~"I ., " ~

C 4 5 4'-6" ct 4 5 14'-0" c2 2 5 7'- 0" c3 4 5 18' -9" c4 2 5 7'-0" d1 4 5 6'-3" d2 4 5 6'-3" e 12 4 6'-9" S12 Type S6A Type S12 e1 25 4 9'-0" S12A Type S12A

ft 13 4 5'-0" S6A g0 6 5 5'-0" 198 gt 5 4 20'-0" 198 g2 2 4 14'-9" 198 g3 6 5 5'-0" 198 g4 5 4 26'-3" 198 g5 2 4 19'-9" 198 h1 4 4 19' - 9" 17A h2 1 4 6'-9" 17A h3 6 4 19' - 0" 17A k1 7 4 14'-3" 17A

1 4 4'-3" 17A 10 4 14'-0" 17A

6 7'-0" Str. Str. Str.

- -k3 3' 6" 8' 9" 5 4 15'-6" 2 4 17'-3" 2 4 19'-9" Str. kt 3'-9" 8'-9"

Str. Str. Str.

h3 3' - 7" 8'-9"

ht 4'-2½" 8'-9½"

~ ~ ¼- ~ ~ ~ ~

4 21'-6" 4 21'-9"

2 4 23'-6" INLET APRON

e2 19 4 7'- 6"

u1 9 4 15'-0" S12 Str.

~ :;;; "' :.:: .c::

~ ,..__ "' ""

L u2 3 4 16' - 0" u3 2 4 15'-6" u4 6 4 31'-9"

u5 4 6'-6"

Str. Str. Str. Str.

'5 '5 '5 '5 (.) (.) (.) (.)

h1

h3

6'-1 ½" 6'-4 ½"

5' - 11" 6'-5"

~ Type 17A

u6 5 4 22'-9" Str. k1 6'-2" 6'- 10"

~=~' :; :; 12 CJ CJ gt 4'-6" 11'-6" g4l 33/i6

g4 6'-4" 15'-11" 6'1't6~

k3 6'-0" 6'-3"

Type 17A

~ ~ ~

u4 10'-4½" 21' 4½" -

u3 3'-0½" 12'-5½"

u2 2'-2" 13'-10"

12 "' "' "' Type 198 8 8 8

NOTES:

I • 3' - 11" • IC

u2 6'-10" 9'-2"

u3 6'-2" 9'-4"

u4 15'-4 ½" 16'-4 ½" All dimensions are out to out of bars. r/J See cutting diagram.

Type 1A

=-:)

* Bend in field as necessary to fit.

INLET DETAILS (B)

FOR



PH 0028(37)329 HL-93

STR. NO. 29-082-150

HAMLIN COUNTY


JUNE2018 0 oF0

DESIGNED BY CK. DES. BY DRAFTED BY CL CH BT

HAML04JY 04JYGB04

E12 E32

~ to ~ '

;.... fu ~

to


DETAIL ''X" (At Bottom Slab)

SECT/ONB-B

d

SEC. E-E

I 11 1 ¼"Cl.

~

---------//

I:,

2-p16 2-d4

2-p18 2-p17 e1 J e1 - 8 Spaces@ 18" = 12' - O" 2'-0"

3'-0" 14'- 0"

PLAN

W. p_

u7

9"

~

STATE OF

S.D.

PROJECT SHEET TOTAL

PH 0028(37)329

NOTE: Apron shall NOT be built monolithic with the Box Culvert.

C\I ('\J

NO. SHEETS

f-','f-+.f---U10 F,... I

--n--t-------t---H------f~----t-------f'------t----,'------t----,---=a#=-=#=--ct, - - - - - - - - -GJ-1-- -------- ~ ~ s

W.P. PLAN

(Outlet Apron)

OUTLET DETAILS (A)

FOR

10' X 7' BOX CULVERT OVER TRIB. TO DOLPH CREEK STA. 73 + 84.00 STR. NO. 29-082-150


PH 0028(37)329 HL-93

HAMLIN COUNTY




E13 E32

10½"

~

f... io

i,,

&,r"i h4

"' '

co ':t ' c:, "' ~· et_,. C\J

9"

Opt. Constr. JI.

ITEM

UNIT

Outlet Outlet Apron

~ 21' 0" -

k4 - 23 Spaces@ 10 ½" = 20' - 1 ½" O.F.W.W.

h4 - 13 Spaces@ 18" = 19' - 6" I.F.W.W.

re ,c6 Opt. Constr. Jt. l 8", -§: ~17 4"- ~ic:::===

3" -~ I ,,-------t---t--cl ~b:=v: .,.. i- ~ El_: f--r" 11

-t~

~E

E:=,_ I I ~ ~~ ,._

--- \fJ 'IJ. I g6 d3 ~ I

~ >--- '/J t ~g7@ 9" of· · IT ~g7@9"

~- ,f· I I I I I f-g8-lt I '""" ,, "3 -,._

1- I- -

I I

I I '

-~---------------~-c - - T - - - 1 -'fi - - - -

-- '-~-!- - 1-- - - -

-t I

<1~p15 p13

I I et I I

l'._ ,_1 p13

VIEWF-F

c8

p18

2'-6"

O.F.W.W.

I.F.W.W.

14' - 0"

k6 - 15 Spaces@ 10 ½" = 13' - 1 ½" 10 ½"

h6-7Spaces@18"=10'-6" 18" 2'-0"

VIEWG-G

EST/MA TED QUANTITIES ClassA45

Reinforcing Structure

Concrete, Excavation, Box Culvert

Steel Box Culvert

LEGEND FOR PLACING RE-STEEL 0. F. W. W. - Outside Face of Wing Wall

Cu. Yd. Lb. Cu. Yd. I. F. W. W. - Inside Face of Wing Wall

14.8 1630 7.1 6.3 405 6.3

p13

* et

e@12"

SECTIONH-H

e@ 12" r/J

r/J

p16 r/J r/J

et r/J r/J

SECTIONJ-J

* * * * * * 7" n

r/J r/J

(0

&, +I p

~ CV) ::: C\I

c:,

' "'

1 ½"Cl.

3'-4"

4'-1"

SECTIONC-C

Mk. No. Size Length

at 4 6 12'-6" b2 4 6 10'-9" C 4 5 4'-6"

c5 4 5 21' -9" c6 2 5 7'- 0" c7 4 5 15'-0" c8 2 5 7'-0" d3 4 5 6'-3" d4 4 5 6'-3" e 12 4 6'-9" et 27 4 9'-0" ft 13 4 5'-0" g6 6 5 5'-0" g7 5 4 30'-0" g8 2 4 22'-9" g9 6 5 5'-0"

g10 5 4 21' -3" g11 2 4 15'-9" h4 7 4 19' - 0"

h6 4 4 20'-0" h7 4 7'-3" k4 12 4 13'-9"

8 4 13'-9" 10 6 7'-0"

4 23'-6" 4 25'-3" 4 27'-9" 4 16'-6" 4 18'-0"

2 4 20'-3" OUTLET APRON

e3 18 4 8'-6" u7 8 4 13'-3" u8 5 4 14' - 9" u9 5 4 29'-6"

u10 6 4 21'-0"

STATE OF

S.D.

PROJECT

PH 0028(37)329


REINFORCING SCHEDULE Type

Str. Sir. 1A Sir. 198 Sir. 198 198 198 S12

S12A S6A 198 198 198 Str. Sir. Str. 17A 17A 17A 17A 17A Sir. Sir. Str. Sir. Sir. Sir. Str.

S12 Sir. Str. Str. Str.

Bending Details

2'-0" • 3'-4" et I E • I

9 ½" ft r~· 'I I' 'I

(ij~ ·~LJ "' C\J

Cl') "'

l~~"I ~" L..Jm: ~-Type S6A Type S12

I : 4'- 6" : I:: 5'-0"

12

~3/,6 12~

Type 198 33/ts

I : 4'- 6" : I:; 5'-0"

12

~¾ 12~

Type 198 4¾

~:1 ::: ~ ;:: I : 11~.-- :~:: I 0) 0:, ::, ::,

LO LO

6'-9" 8'-0"

14'-2" 15'-4"

~ ~ <O ..,. -<:: -<::

0:, ~ ..,. ,.._

:5 :5 :5 :5 u u u u

Type S12A

I : 2;.·_-::· : I:: 12

~ 1116

Type 198

I E

3' - 11" • IC

____) Type 1A

~0

1 f 11

; 1 • "'-'"· 1

u g1ol 14•_4 .. I 6'-11" I e ;i e :i

k6 3' 6" - 8' 10" -k4

h6

h4

3'-3 ½" 8'-9½"

4'-6½" 8'-9½"

3'-5 ½" 8'-9½" 1-1 ~n

Type 198

L ~ ~

5'-11½" 6'-4½" - -h4

h6 6'-4½" 6'-11½"

k4 5' - 11" 6' - 2"

NOTES: k6 6'- O" 6'-4"

All dimensions are out to out of bars. r/J See cutting diagram.

L.£-j 1-l!Z Type 17A

Type 17A

* Bend in field as necessary to fit.

OUTLET DETAILS (B)

FOR



PH 0028(37)329 HL-93

STR. NO. 29-082-150

HAMLIN COUNTY




E14 E32

k5

n+------,f-+--e,e-s--t------+-1 p55 @ 12" ---fH----t---i

---ttt--+-t--t-----t-----t-----rr

i5-4J:=::::::;:+=t::;t=:;;::j::::::;:::1=;:n ll~----+-+-t--+----+------t-1m5

k5

2"X3" Keyway (Typ.)

2"X3" Keyway (Typ.)

p50or @

p60 18"

k5

.,

-- --

-- --

-- --

rp50orp60

- - - - - - - - -

-- -- -- - - -

1'--

f~' O·.

,...

-- -- -- -- -

~

\_ p50 orp60

n5 - 90 Spaces @ 6" = 45' - 0"

m5 - 90 Spaces @ 6" = 45' - 0"

k5 - 87 Spaces @ 7" = 50' - 9"

j5 - 30 Spaces@ 18" = 45' - 0"

h5 - 58 Spaces@ 10 ½" = 50' - 9"

p 60 '71 k5 ';1\ p 60

l '" IF•-.

- - - ~-I'\ n J

h5 ~

1-- 1--

11.e,S, t-p55 @ 12"-

e.-r.s---t- t- t- -1- f- - - _,_

t- - f- I -t- t-

'1'-- ~ -h5 ~

Ill ~ ) ~ - ~

~ - - ~-

I ~1·1 I I I I I I I I T

J p50 JI k5 ,J p50

h5 - 52 Spaces@ 10 ½" = 45' - 6"

k5 - 78 Spaces @ 7" = 45' - 6"

F5 = 48'-0"

PLAN (Outlet End shown, Inlet End similar by rotation.)

p50orp60 t-t-------1@18"

k--+--+...-+-r---h5

ELEVATION

,- -

-,- -

~

,- -,- -

~ p50 orp60

'"""

k5

1c ¼-II

~ ~ p50 orp60

co (§) 0) ., '-' "' ~

O')

-,... -,...

'"""

n0-10 Sp. 6" @ 6" = 5' - 0"

6" m0 - 11 Spaces @6"= 5'-6"

18" j0 - 2 Spaces

@18"=3'-0"

1'-1 ¼"

h5

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 O.F. W. - Outside Face of Wall

I.FW. - Inside Face of Wall

OPTIONAL FILLET DETAIL ( At Bottom Slab)

NOTE: Contractor may form the optional full fillet, with 2" Chamfer, as detailed. The cost of the additional concrete shall be borne by the Contractor.

OPTIONAL POUR - BOTTOM SLAB The Bottom Slab may be poured continuously, at the option of the Contractor, with the use of a Preformed Metal keyway conforming to the keyway dimensions and location as shown on the plans. The keyway length shall be full width of the bottom slab. Care shall be taken to maintain proper alignment of the keyway during the pour sequence. All additional costs of this option shall be borne by the Contractor.

t:,. Place z1 bars thru construction joint between barrel sections as shown on Standard Plate No. 460. 10. Quantity of z1 bars are for one construction joint.

11' - 2"

10'-0"

8 Spaces@ 12" = 8' - 0" ·1· ,.:1::1

k5

p50orp60

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

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

12'-2"

F5 BARREL HALF SECTION (5' - 0" Maximum Fill)

r/J

r/J

r/J

r/J

t:,.

STATE OF


S.D. PH 0028(37)329

REINFORCING SCHEDULE For 2 - F5 Barrel End Sections

Mk. No. Size Len th T e Bending Details

h5 224 4 8'-9" 17A

6 4 11' - 3" Str. j0 j5 124 4 10' -0" Str.

p55 45' - 8" 50' - 10"

tll I • • I • • I k5 334 5 mo 12 6 m5 182 6

no 11 6 n5 182 6

13' -3" 17 12'-3" Str. 12' - 0" Str.

12' -3" Str.

11' - 0" Str. t,1 _,,,._ rn; I.,,._,: I p50 24 4 45'-0" Str. p55 38 4 96'-6" Str. p60 24 4 51' -3" Str. mo - ., - 2 1' 4 ½" 10' 10 ½" z1 28 5 3'-6" Str.

no 1' - 9" 10'-6"

j0 3'-0" 8'-3" 2'- 7" k5

0 I • • I 0 E: c::

~ -,... -"i[ :i :i

~i (.) (.)

O')

:i (.)

j0 8'-3" 3'-0"

no 10'- 6" 1' - 9"

Type 17 mo 10'-10 ½" 1' -4 ½"

L ~~ I ,2'-7'; lk5

(Typ.)

l~Oflh5 Type 17A

OPTIONAL k5 SPLICE DETAIL

Contractor may use optional reinforcing steel splice, as shown. The cost of the additional reinforcing steel shall be borne by the Contractor.

NOTES:

All dimensions are out to out of bars.

r/J See cutting diagram.

Request for additional reinforcing steel splices at points other 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.

EST/MA TED QUANTITIES ClassA45 Reinforcing

ITEM Concrete, Steel Box Culvert

UNIT Cu.Yd. Lb.

2 - F5 Barrel End Sections 48'-0" 87.9 17604 1 - Construction Joint 102

Structure Excavation, Box Culvert

Cu.Yd.

28.8

F5 BARREL END SECTION DETAILS (48' - O")

FOR



PH 0028(37)329 HL-93

STR. NO. 29-082-150 PCN 04JY

HAMLIN COUNTY




E15 E32

¾" 1 ¼"


17"

2½" 1" 2 ½" 1" 2½" 1" 2½"

g [OJ PLACE PLACE


NUMBER NUMBER

HERE HERE

YEAR PLATE DETAILS




1 ¼"

a. On cast-in-place box culverts the year plates shall be four and one - half (4 1/2) inches below the top of the upstream parapet wall and centered laterally on the upstream face. On precast box culverts the year plate shall be centered laterally on the upstream face of the top stab. Where an extended interior wall interferes with this location, the year plate shall be centered in an adjacent barrel.


¾"




End Bridge

End Bridge

~

~

1-, ~

=-~

~





s D D 0 T

YEAR PLATE DETAILS

June 26.2012

PLATE NUMBER

460.02

Sheet I Of I

t=------s: u:

. ------ "'

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

6'

LU ~ i (/)

ii

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

TYPICAL SINGLE BARREL VIEW A - A

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

t=------6' z1 bars spaced @ 12"

(Typ.)

z1 bars spaced @ 12"

(Typ.)

I

\ [

p

STATE OF

S.D.

\--------------~------------

,-.

pbars@ 18"-

,. F. ""· "

I I

A

I

-

PROJECT

PH 0028(37)329

z1

-z1@

- 2" X

18" ( /. F. W. )

3" Keyway (Typ.)

z1

!--------------I \

\__p w 1'-9" I 1'-9"

7

ELEVATION

RISE ,, X,,

3'- O" 3" 4'- O" 9"

5'- O" 6"

6'- O" 3" 7'- O" 9"

8'-0" 6"

9'-0" ~" 10'- O" 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.

TYPICAL MULTIPLE BARREL VIEW A - A


s D D 0 T

BOX CULVERT BARREL TIE REINFORCEMENT

June 26. 2012

PLATE NUMBER

460.10

Sheet I of I

1 O' X 7' BOX CULVERT STR. NO. 29-082-150

JUNE 2018


G)oFG)

E16 E32


x--x--x--x x--x--x--x==~~~-------- " x--:----"I,. "


' ·-- _.J


GENERAL NOTES:





5. Cast-in-place eyebolts shall have a nut attached, be 4 ½ inches (Min.) in length and shall be embedded such that the eye of the bolt is flush with the concrete surface. (See Eyebolt Details) As an alternate, cast-in-place concrete inserts, capable of developing the full strength of the r,, inch diameter threaded eyebolt, may be used and shall be set in the concrete in accordance with the manufacturer's recommendations. The eyeball shall be of sufficient length to develop its full strength. The eye of the eyebolt shall be flush with the concrete surface.



s D D 0 T


December 23.2012

PLATE NUMBER

620.16

Sheet I of I

STATE OF

PROJECT

S.D. PH 0028(37)329

1 O' X 7' BOX CULVERT STR. NO. 29-082-150

JUNE 2018


G)oFG)

E17 E32The elevations shown in these plans are based on the National Geodetic Survey (NGS) North American Vertical Datum of 1988 (NAVD88).

12'-0"

71'-8½"

13'-8½" F5 = 38'-0" (Outlet)

138'-2 ¼"

F5 = 40'-0"

20'-0" Offset

66'-5¾"

F5 = 38'-0"

ee Typical Section on Notes d Undercut Details sheet.)

-------- ......

' '- - - - - -

f p Limits of Undercut.

-~ Finished Shoulder 'G\.-, ~ Finished Shoulder

-------:"'~ ----------------I~,~,- -s,; ,,, • ,,~,, - - - - - - - -\. ,~ - -,- -I- - -----Aw/~ ~ ..,.

~

bi f.... c:, ~ C"')

~ ..,.

~

~ 0)

' ...

--------

~ Class B Riprap (Typ.) 0)

... Type B Drainiage Fabric (Typ.)

-X028-INDEX OF CULVERT SHEETS-sheet No. 1 - General Drawing and Quantities

Sheet No. 2 - Notes and Undercut Details

Sheet No. 3 - Inlet Details (A) Sheet No. 4 - Inlet Details (B) Sheet No. 5 - Outlet Details (A)

Sheet No. 6 - Outlet Details (B)

Sheet No. 7 - F5 Baffel End Section Details (38' - 0'? (A) Sheet No. 8 - F5 Barrel End Section Details (38' - 0'? (B) Sheet No. 9 - F5 Barrel Interior Section Details (40' - 0'? Sheet No. 10 - Details of Standard Plate No's 460.02 and 460.10

Sheet No. 11 - Details of Standard Plate No. 620. 16

NOTE: Box culvert flow line has been depressed 1' - O" below channel flow line to accommodate aquatic organisms. The 1' - O" depression will be allowed to fill in naturally over time.

HYDRAULIC DATA Qd = Design discharge for the proposed culvert based on 25 year frequency. El. 1695.0. Qd

Ad

Vd

QF

Q,oo

QOT

Vmax

512 cfs

97 sq. ft.

5.3 fps

512 cfs

872 cfs

>Qsoo yr

6.5 fps

Q0 T = Overlapping discharge and frequency> Q500 yr. recurrence interval. El. 1697.6@Sta. 126 + 64.00.

QF = Designated peak discharge for the basin approaching proposed project based on 25 year frequency.

Q100 = Computed discharge for the basin approaching proposed project based on 100 year frequency. El. 1695.8.

V max = Maximum computed outlet velocity for the proposed culverl based on a 100 year frequency.

·" 'V

Finished Shoulder Match Existing

PLAN

28'-3 ½6"

TABLE OF WORKING POINTS W.P. STATION OFFSET

''.A" 127 + 60.94 51.26' Lt.

"B" 127 + 26.47 50.14' Lt.

"C" 127 + 53.22 42.01' Lt.

"D" 127 + 17.22 42.42' Lt. "E" 126 + 68.89 42.31' Rt. "F" 126 + 32.78 41.43' Rt. * "G" 126 + 65.52 50.73'Rt. "H" 126 + 19. 78 42.01' Rt.

28' -3 ½a"


Class A45 Concrete, Box Culverl Cu. Yd.

Reinforcing Steel Lb.

Structure Excavation, Box Culvert Cu. Yd. Box Culvert Undercut Cu. Yd. Type B Drainage Fabric Sq. Yd. Class B Riprap Ton

* For estimating purposes only, a factor of 1.4 tons/cu. yd. was used to convert Cu. Yds. to Tons.

PLANS BY:

306.2

42330

140 364 161

115.3

OFFICE OF BRIDGE DESIGN, SOUTH DAKOTA DEPARTMENT OF TRANSPORTATION

STATE OF

S.D.

8'-5¾" (Inlet)

PROJECT

PH 0028(37)329

5'-2¾"


FOR

2 - 12' X 5' BOX CULVERT

TOTAL SHEETS

OVER TRIB. TO DOLPH CREEK STA. 126 + 93.00 STR. NO. 29-092-150 PCN 04JY

45° LHF SKEW SEC. 15/22-T113N-R54W

PH 0028(37)329 HL-93

-X028-

HAMLIN COUNTY


APRIL2018 0 oF@

DESIGNED BY CK. DES. BY DRAFTED BY CL CH MG

HAML04JY 04JYGC01

E18 E32

20'-9" 3'-0"

u~ ..--------------

"!:

ti"-j- -- -- -~

13'- 6" 3'-0"

~ .. · _ .. · .. _.

2~ 00 00 00 & 1

I :

146'-3"

68'-6"

1n

16'-4½"

15'-4 ½"

144' - 3"


32'-9"

'i2 Box Culvert

I

42'-3" 11' - 9"

16'-4 ½"

·I · . :• ·

i • I E

30'-9"


15'-4 ½"

~ " &l oil

1 :§

---~

~ ----~

:

STATE OF


S.D. PH 0028(37)329

SPECIF/CATIONS 1. Design Specifications: AASHTO LRFD Bridge Design Specifications, 2017

Edition.


GENERAL NOTES 1. Design Live Load: HL-93. No construction loading in excess of legal load was

considered .

2. The design of the barrel section is based on a minimum fill height of 2 foot and includes all subsequent fill heights up to and including the maximum fill height of 5 ft. (F5).

3. Design Material Strengths: Concrete re = 4500 p.s.i. Reinforcing Steel fy = 60000 p.s.i.

4. All concrete will be Class A45 conforming to Section 460 of the Construction Specifications.

5. All reinforcing steel will conform to ASTM A615 Grade 60.

6. All lap splices shown are contact lap splices unless noted otherwise.

7. All exposed edges will be chamfered¾ inch unless noted otherwise in the plans.

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

9. The Contractor will imprint on the structure the date of construction as specified and detailed on Standard Plate No. 460. 02.

10. Care will be taken to establish Working Points (WP.) as shown on the wings.

11. Circled numbers in PLAN and ELEVATION views on the General Drawing are section I.D. Numbers (see SDDOT Materials Manual).

12. Cost of Preformed Expansion Joint Filler used in apron construction will be incidental to the other contract items.

13. Dewatering will be required to construct the box culvert.

r/J

SUBSURFACE INVESTIGATION (June 2019)

Station Offset Elevation Material Description Grounm<ater

Elevation 1697.0- 1695.0 Gravel

126+39 19.0f/Rt. 1695.0- 1690.5 Bro'Ml silt clay v.ith sand

1692.2 16905 - 1689.5 Gravel

1689.5- 1673.0 Bro'Ml to gray sandy clay

1696.7 - 1694.7 Gravel

127+29 19.0 ft Lt. 1694.7 - 1689.2 Bro'Ml silt clay v.ith sand

1691.9 1689.2 - 1685.2 Gravel

1685.2 - 1677.7 Gray sandy clay


Box Culvert Undercut I Cu. Yd. I 364



FOR

2 - 12' X 5' BOX CULVERT OVER TRIB. TO DOLPH CREEK STA. 126 + 93.00 STR. NO. 29-092-150


PH 0028(37)329 HL-93

HAMLIN COUNTY


APRIL2018 0 oF@

E19 E32

NOTE:

t Minimum Lap = 3' - 3"

X Minimum Lap = 2' - 6"

DETAIL "Y" (At Bottom Slab)


I ------~-o-~ Ill

See DETAIL "Y"

PLAN

VIEWD-D (At Interior Wall)

SEC. B-B

12"

I~~ W:;_j

~ ~

~~dlj 3"Bevel, ID

SEC.A-A ~ (At Top Slab)

*

r/J

r/J

r/J

* * * * * *

Mk. No. Size

a1 4 6 a2 4 6 b1 6 6 b2 4 6 C 4 5

c1 4 5 c2 2 5 c3 2 5 d1 4 5 e0 35 4 e1 9 4 e2 12 4 f1 36 4

g1 8 4 g2 8 4 g3 6 5 g4 3 4 g5 2 4

h1 9 4 h2 3 4 k1 16 4 k2 5 4 p6 5 6 pl 7 4 p8 2 4 p9 2 4 p10 7 4 p11 2 4 p12 2 4

STATE OF

S.D.

PROJECT

PH 0028(37)329


REINFORCING SCHEDULE Length Type

36'-0" Str. 15'-6" Str. 34'-6" Str. 17' - 0" Str. 4'-6" 1A 9'-9" Str. 7' - 0" 19B 7'-0" Str. 7'-3" 19B 8'-3" S12 10'-6" S12 10'-0" S12A 5'-9" S6A

15'-3" 19B 15'-0" 19B 5'-0" 19B 16'-9" 19B 10'-9" 19B 11' - 0" 17A 17'-3" 17A 7'-9" 17A 13'-3" 17A 7' - 0" Str.

15'-6" Str. 17'-0" Str. 18'-6" Str. 11' - 6" Str. 13'-0" Str. 15'-0" Str.

Bending Details

e1 3'- 7"

~ ,, 2' - 10" e2

ft :Ef[J ~ht--~ _J 1.5½"

Type S12 Type S12A

k2 4' - 1" 7' - 5" ~I ~1 h2 4' - 1 ½" 7' - 5 ½" j_j

:~~ ~:rJ - - ~l~I :, :, (.) (.)

h2 5' - 5 ½" 6' - 1 ½" k2 5'-7" 5'-11"

Type 17A

g4 8' - 0" 4' - 9" o'' : 1· ·1· ·1~

f1 9 ½" " ~I~~''"' I' 'I

I t[[2E]I ' ,-.. ,-..

'"" I ~~"I Type S6A

Type 1A

I : ~:: ~:: : I :; 12

--------.......215 ½6 121J!.!._ ............

Type 19B 5 ½6 NOTES:

All dimensions are out to out of bars. r/J See cutting diagram. * Bend in field as necessary to f,t_

J b:i: Type 17A

Type 19B

EST/MA TED QUANTITIES

ITEM

UNIT

Inlet

ClassA45 Concrete,

Box Culvert

Cu. Yd.

13.1

Reinforcing Steel

Lb.

2048

INLET DETAILS (A)

FOR



Cu. Yd.

8.8

OVER TRIB. TO DOLPH CREEK STA. 126 + 93.00 STR. NO. 29-092-150


PH 0028(37)329 HL-93

DESIGNED BY CL

HAML04JY

HAMLIN COUNTY


APRIL2018 0 OF@

CK. DES. BY DRAFTED BY CH MG

04JYGC03

E20 E32

1,,

~ 1,,

"' 6t

6 ' C"') ~

' "'

NOTE:

t Minimum Lap = 3' - 3"

X Minimum Lap = 2' - 6"

~ "" "' 1,,

"' h1 II 1,, @)

"' 1,,

a, '-' "'

c:, ~ ..... "'

~ .... ;...

"'

e2-

~

3"

3"

1' - 6"

1' - 6"

,-I I I I I

h--

~ 9'-0"

k2 - 9 Spaces@ 10" = 7' - 6" O.F.W.W.

h2 - 5 Spaces@ 18" = 7' - 6" I.F.W.W.

c2

See DETAIL "Z"

t---+--+------tt-+-----+- d ~ g3 hi

g4@9"

g5

__________ 7i _________ -

I p10

l e2

p10 p10 ¥-.-VIEWF-F

13' -0"

kt - 15 Spaces@ 10" = 12' - 6" (Back Face) 3"

ht - 8 Spaces@ 18" = 12' - 0" (Front Face) 9"

2 g -

1 z:a2 -g

X Opt. Constr. Jt. -

a2- I 1/TW.P.

I

1,1""-I ,,._ L __

I I , .... I/

I I

k1 I

FRoN• FACE: eAct<FAC~ I I

~

I I I I I

"-

--- ---- ---- --- -- --- ---- ---- - - - - ---- --

et

+ ,._ ,._

l j

_J tb2_J

et - 8 Spaces@ 18" = 12' - 0" 1'-5½"

VIEWG-G

Opt. Constr. Jt.

DETAIL "Z"

SECTIONE-E

n ~c3 Jxa1

c3

a2 I

-- t-- -t--/--ft

-Back Face

3' - 3"

h1-----<-l-l

Constr. Jt. -~~l-fl~...,•..,~i.,;~--~~-1-~~~~---,1--'ll----,-,

<o ;...

-- ------ _,_

e0

6 C\J ~

' ;...

_J 1 ½"Cl.

e0 - 34 Spaces@ 12" = 34' - 0" 3'-1"

3'-10"

SECTIOND-D

STATE OF

S.D.

PROJECT

PH 0028(37)329

LEGEND FOR PLACING RE-STEEL 0. F. W. W. - Outside Face of Wing Wall I. F. W. W. - Inside Face of Wing Wall

n

3' - 7"

SECTIONC-C

INLET DETAILS (B)

FOR




PH 0028(37)329 HL-93

HAMLIN COUNTY


APRIL2018 0 oF@

E21 E32c3

SECTIONE-E

~ C"') W.P.

6 ' ~ II

~ ~

@

"' " "' " ctJ

"' ti-

i :l -~-u- - - - - - - - - - -

~ O')

"' I .... :,

OIi ... "

WP.

~ ~

PLAN

.


(Outlet Apron)

....

~ .'

t:: ~

-~-0- -- -- -- -- -- -~

L 1' - 6"

e3 2-p15

e3 - 7 Spaces@ 18" = 10' - 6"

12'-0" 3'-0"

PLAN

STATE OF

PROJECT SHEET TOTAL

S.D. PH 0028(37)329

e@ 12"


b3

e

~~I ~

SECTIONB-B

OUTLET DETAILS (A)

FOR


NO. SHEETS



PH 0028(37)329 HL-93

HAMLIN COUNTY


APRIL2018 0 oF@

E22 E32~ 12' O" 2' 6" -

1'-2" k3 - 13 Spaces@ 10" = 10' - 10" O.F.W.W.

1' - 6" h3 - 7 Spaces@ 18" = 10' - 6" I.F.W.W.

re --- -

1,,

0) ai ' "' io~! -

,, f I rc6 / Opt. Constr. Jt. V-::::::h ~~~~

_) cs

8"' v----~ ,-..

4" V"' t:: ~ ~------- ------ !-------3"

------ I ==i cs 4 ' st¾ d2- - l I I

V"

o.F.W•""· \ Lg6 "'

~ ,_ ---~ I \f'/. lg7@9" 1.F.'i'I• g7@9"- k3 ~

I h3

rg8 g8 I-

~ l ---------- __ \ ___________ -- - - - - - - - - - - - - - - - -1- -

V_p13 I I

,-..

\ ' e3--------a

,- - ----- ---- - ---I r I 1 V__ p15 I -,._ I -I I

I I e3 I I

I l l I

w l p13 l p13 C

VIEWD-D 7"

M

e@ 12"

g7 g7

h3 k3

t5 ~

io 7, "'

e3 ~ _J;._ &,

"' t5 6

e3 ~

SECTIONF-F "'

3' - 7"

SECTIONC-C

STATE OF


S.D. PH 0028(37)329

REINFORCING SCHEDULE Mk. No. Size Length Type Bending Details

a1 4 6 36'-0" Str. b3 4 6 35' - O" Str. 2' - O"

I , • 1 c 4 5 4' - 6" 1A

cs 8 5 12'-6" Str. ~[J c6 4 5 7' - O" 198

d2 8 5 6' - 9" 198 ~ ~ ,___,e'-+_3=5'-+-~4 -+--7~•--3~'-' -+-'S~1=-i2 "' "' l-"e~3-+-2=0c,-~4 -+-~9~•--o~•-• -+"S~12A=-, l--'-f~1 -+--3~6'--+-~4 __ s_•_-9_'_' -+--S~6"--'--'A

o-=g_6-+--~12'-+-~5 -+--5_'_-O_'_' -+-S=t"-'--'r. '3i ., I I • 5 ½"

rr•' r/J g7 6 4 21'-0" Str. --J -J 1.sw

g8 4 4 13' - 9" r/J h3 8 4 17'-0" r/J k3 14 4 13'-0"

p6 10 6 7'-0" * p13 10 4 14'-6" * p14 4 4 16'-0" * p15 4 4 18'-0" OUTLET APRON

e4 24 4 8' - 6"

r/J u1 12 4 23' - 9" u2 7 4 33'-0"

u3 1 4 25' - 0"

u4 5 4 33'-6"

f1 9 ½" I E • I

t[[2E] l~~n

Type S6A

tl

' ,._ ,._

"'

Str. 17A 17A Str. Str. Str. Str.

S12 Str. Str. Str. Str.

I I: :::~:: : 1:: 12 Type1A

~674 ½ 12 ls!£--...........

Type 198 4 ½ NOTES:

All dimensions are out to out of bars. r/J See cutting diagram. * Bend in field as necessary to flt.

Type S12 Type S12A

h3 7'-5" 3'-11"

k3 7' - 5 ½" 3' - 10 ½"

Type 17A

EST/MA TED QUANTITIES

Outlet OutletA ron

ClassA45 Reinforcing

ITEM Concrete, Box Culvert

Steel

UNIT Cu. Yd. Lb.

15.3 1752 8.2 610

LEGEND FOR PLACING RE-STEEL 0. F. W. W. - Outside Face of Wina Wall I. F. W. W. - Inside Face of Wing Wall

OUTLET DETAILS (B)

FOR



Cu. Yd.

8.5 8.2



PH 0028(37)329 HL-93

HAMLIN COUNTY


APRIL2018 0 oF@

E23 E32w5-43Spaces@ 10½"=37'-7½"

s5 - 38 Spaces@ 12" = 38' - 0"

EE no - 51 Spaces @ 5" = 23' - 4 ½" n5 -57 Spaces@5 ½"= 26'-1 ½"

iii! E mo - 53 Spaces @ 5 ½" = 24' - 3 ½" m5 - 56 Spaces@ 5 ½" = 25' - 8"

2 k5 - 87 Spaces @ 7" = 50' - 9"

j0 - 22 Spaces@ 12" = 22' - 0" 12" j5 - 26 Spaces@ 12" = 26' - 0"

h5 - 57 Spaces@ 10 ½" = 49' - 10 ½"

) W.P.\_ p37 p37 p371 k57\

!, I I I II!. I llf l\i \-

-T- '\.~~~ t --- --- - -- - -- --\

- - - - - - -- - - - - - - - - - ---- - - -' I'\ 1 ,-..

k5 ' - ~ ,_ - --- - - - - - - - - - - - - -- - - - -- - - - ---- - - -h5:;

~ 1 l'\. 1 j0 ,, j5

'~

'~ "' '~ -p22@ 12"

~ p22@ 12"-

'~

'~ ' '

'~ ,-..

'~ p2---,, w571

't:: ' s5 -- -- -- -- - - - - - - - - - - ---- - - -~ -3~ II -~-J- -- -- - - ---- - - -

' /2

---- - - - - - - - ----

~ -~

~K - - - - - - - - - - f- f- - f- f- -- - - -

n5 co -- - - - - - - - - - - f- f- f- -- - - -

l'\ ,r--,. 'l'\ rs ,t\ ' e:r.s- 'f,8,5· ,-.. '

~ -r:r.s-' ,, ,, ,, ~ -p11@ 12"

' I\.. ,, -p11@ 12"-

' I\... '0

I'.\.. '~ ' ,, ,, ,,

k5 'I\.. ~ ,~ h57

I " - i-K - - - - - --- - - -

' II" ,-.. f-----1- ~ - ---- - - -

J

W.P.J T I I ~T I I~ I?

p1J p1- p1_j k5.J/

h5 - 30 Spaces@ 10 ½" = 26' - 3"

k5 - 45 Spaces @ 7" = 26' - 3"

1'-5" F5 = 38'-0"

PLAN (Outlet end shown, Inlet end similar by rotation)

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

5"

. I • I

p371 k57\

I II!. I I If l\i I

' Ill. 11 I I h5 I I

I I

' '

p2---,, w5 A

I I l --

m5

' ~

5.8,S·

h5 I I I ' 1111\i I I I

I \If I I ~II I

p1_j k5.J/

3"

9"

2"

2"

3" --=-3" --=-3" --=-

k 5

STATE OF

S.D.

2" x 3" Keyway (Typ.)


PH 0028(37)329

~ p22@ 12"

-j5

-

s5

~ p11@ 12"

k 5

3" --=-3" --=-

F5 BARREL END SECTION DETAILS (38' - O") (A)

FOR



PH 0028(37)329 HL-93

HAMLIN COUNTY


APRIL2018 0 oF@

E24 E32

1.F .o.W. +----+-H

7"

1' - 7"

6 ' "'

0

"' II

6 ~ ' (§) f....

"' 1l "' ~ "'

2'- 1"

,--------,---j5 ,-----,c--~-~~-s5

rp1 orp3

r 2" x 3" Keyway (Typ.)

p1 orp3@ 18" I-+--'--- p2@ 18"

f--+----+- t/1 .w. f---++-------l

12'-10Y,"

12'-0"

10 Spaces@ 12" = 10' - 0"

'-----'--~-~~-s5 '----'---j5

ELEVATION

11 Spaces@ 12"= 11' - 0" (Typ.)

10 Spaces@ 12" = 10' - 0"

13'-4 ½"

25'-9"

7"

26'-9"

1-- 1-- - - - - - - - - - - - - -1-

,__ __ ...... ---+_---+-,.__,_--+_......,>+-_ k5

l-f--H--p1 orp3@ 18"

f-+-+--+-o.F .o.W• ->- ->-

- - - - - - - - - - - - - - -1-

I

-p1 orp3

12' - 10 ½"

12'- 0"

10 Spaces@ 12" = 10' - 0"

Constr. Jt. (Typ.)

10 Spaces@ 12" = 10' - 0"

13'-4 ½"

F5 BARREL SECTION (5' - 0" Maximum Fill)

OPTIONAL FILLET DETAIL (At Bottom Slab)

Note: Contractor may form the optional full fillet, with 2" Chamfer, as detailed. The cost of the additional concrete shall be bome by the Contractor.

7"

1' - 7"

p1

2' - 1"

r/J

r/J

r/J

r/J r/J

Mk.

h5 j0 j5 k5 mo m5 no n5 p1 p2 p3 p11 p22 s5 w5

STATE OF

S.D.

PROJECT

PH 0028(37)329


REINFORCING SCHEDULE

No. Size Length

178 4 7'-3" 46 6 25'-3" 108 6 24'-6" 268 4 11' - 0" 54 4 27' - 0" 114 4 26'-6" 52 5 26'-0" 116 5 25'-6" 20 4 25'-9" 18 4 38'-0" 20 4 51' -0" 46 4 64'-6" 46 4 89'-6" 156 6 6'-9" 88 4 15' -9"

12:-1r

1k5

(For Two F5 Barrel End Sections)

Type Bending Details

17A Str. Str. 17

Str. Str. Sir. Str. Str. Str. Str. Str. Str. Str.

S11A

I ~- - 1 ½: l(Typ.)

OPTIONAL k5 SPLICE DETAIL Contractor may use optional reinforcing steel splice, as shown. The cost of the additional reinforcing steel shall be bome by the Contractor.

no 1'-3½" 24' 8½" -

mo 1'-4 ½" 25'- 7 ½"

j0 1'-7½" 23' - 7 ½"

Q, c:, E

c:, <:

~~E L j0 23'-7½" 1'- 7 ½"

mo 25'-7½" 1'-4 ½"

no 24'-8 ½" 1'-3 ½"

0J "" "' "' IO IO

a a a

p22 39' - 3" 50' - 3"

p111 :26•-9--: I: 37•_9 .. : I

E'.,_j ~ p11 37'-9"

p22 50' - 3" Type S11A

NOTES: r/J See cutting diagram. All dimensions are out to out of bars.


ESTIMATED QUANTITIES

26'-9"

39' - 3"

ClassA45 Reinforcing ITEM Concrete,

Box Culvert Steel

UNIT Cu.Yd. Lb.

2 - F5 Barrel End Sections @ 38' - 0" 176.6 24759

LEGEND FOR PLACING RE - STEEL O.F.O.W. - Outside Face of Outside Wall

I.F. 0. W. - Inside Face of Outside Wall M. W. - Middle Wall


Cu.Yd.

75.3

F5 BARREL END SECTION DETAILS (38' - O") (B)

FOR

2 - 12' X 5' BOX CULVERT OVER TRIB. TO DOLPH CREEK STA. 126 + 93.00


PH 0028(37)329 HL-93

STR. NO. 29-092-150

DESIGNED BY CL

HAML04JY

HAMLIN COUNTY


APRIL2018 0 oF@

E25 E32-

II

s5 II

I I I

II I

I 1,

I I I I

j5

I 1,

I II

I I

k5

I

5 pl I

- - - - - - -I

- - - - - - -

I I I

o.f.O,V'I• I I I

I I I I

I -- -- -- -

~I ! r p5

_J

5 w l:\ p5-~

"

5,6,S· -

I I

I h9,7\;

·.•· .• 7

IU :Y

" . ""'! ..... ,.._ -\Ir I

p 5...::I

j5-~--~ s5--~~

- p5@ 18"

-

p5@ 1 2"

m5

w5-+--+--+---,-i

k5

s5~-;--~

j5-~--~

ELEVATION

...

w,~ p5~ -

5 p,~ 5

---------- ,- ,- - - ------------ _,_ ,- - - --

,._

r.e-5· ~ p5@12"-

>-+-+-+-+-,>--+--+-+-~+-+----+< p5 @ 12"

6 .r.s, - r.r,s-,_._,_..,....,........,_,_,__,_.__,<-n5

h57 ---------- - - --

¥ \ " - - - - --. , ,.._ . -~ - ·.•- .. • .,.,...

+11 \Ir I T k5

_y p 5..:l ,_j p5

h5 -45 Spaces@ 10 JI;,"= 39' -4 W

j5 - 39 Spaces@ 12" = 39' - O"

k5 - 68 Spaces @ 7" = 39' - 8"

m5 - 86 Spaces@ 5 W = 39' - 5"

n5 - 86 Spaces@ 5 W = 39' - 5"

s5 - 38 Spaces@ 12" = 38' - O"

w5-45Spaces@10Y:,"=39'-4W

F5 =40'-0"

HALF PLAN

7"

1' - 7"

2" x 3" Keyway (Typ.)

6 ' p5@ 18" C")

II

6 ~ ;:.._ @)

"' ~ <ti

~ N

2'-1"

- ,- ,-- ,- ,-

- ~

- ~

. I

__ ,

I'----- 2" x 3" Keyway (Typ.)

s5

j5

k5

OPTIONAL FILLET DETAIL (At Bottom Slab)

Note: Contractor may form the optional full fillet, with 2" Chamfer, as detailed. The cost of the additional concrete shall be borne by the Contractor.

t:,.Place z1 bars thru construction joint between barrel sections as shown on Standard Plate No. 460. 10. Number of z1 bars shown is for 2 construction joints.

25'-9"

12'-10½," 12'-10½,"

12'-0" 7" 12'-0"

10 Spaces@ 12" = 10' - O" 1'-3½," 1'-3½," 10Spaces@12"= 10'-0"

11 Spaces@ 12" = 11' -0" (Typ.)

10Spaces@12"= 10'-0" 1'-3½," 1'-3½," 10Spaces@12"= 10'-0"

13'-4 W 13'-4 W

26'-9"

FS BARREL HALF SECTION SECTION (5' - 0" Maximum Fill)

t:,.

Mk. No.

h5 92 j5 80 k5 138 m5 87 n5 87

p5 121 s5 78 w5 46 z1 114

STATE OF

SD.

PROJECT

PH 0028(37)329


REINFORCING SCHEDULE Size Len h

4 7' - 3"

6 24'-6"

4 11' - O"

4 26'-6"

5 25'-6"

4 39'-9"

6 6'-9"

4 15' -9"

5 3'-6"

L

Type

17A Str. 17

Sir. Str. Str. Str.

S11A

Str.

Bending Details

I r-ot: l(Typ.)

OPTIONAL k5 SPLICE DETAIL Contractor may use optional reinforcing steel splice, as shown. The cost of the additional reinforcing steel shall be borne by the Contractor.

_u:_J hM ~FJ-Ir" o:, al (Exact)

2'-0W k5

I' · I Type 17A ~![

NOTES: Type S11A

r/J See cutting diagram. All dimensions are out to out of bars.


EST/MA TED QUANTITIES ClassA45 Reinforcing

ITEM Concrete, Steel Box Culvert

UNIT Cu.Yd. Lb.

F5 Barrel Interior Section @ 40' - O" 93.0 13161


Cu.Yd.

39.6

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

IF 0. W. - Inside Face of Outside Wall M. W. - Middle Wall

F5 BARREL INTERIOR SECTION DETAILS (40' - O")

FOR



PH 0028(37)329 HL-93

HAMLIN COUNTY


APRIL2018 0 oF@

E26 E32

¾" 1 ¼"


17"

2½" 1" 2 ½" 1" 2½" 1" 2½"

g [OJ PLACE PLACE


NUMBER NUMBER

HERE HERE

YEAR PLATE DETAILS




1 ¼"

a. On cast-in-place box culverts the year plates shall be four and one - half (4 1/2) inches below the top of the upstream parapet wall and centered laterally on the upstream face. On precast box culverts the year plate shall be centered laterally on the upstream face of the top stab. Where an extended interior wall interferes with this location, the year plate shall be centered in an adjacent barrel.


¾"




End Bridge

End Bridge

~

~

1-, ~

=-~

~





s D D 0 T

YEAR PLATE DETAILS

June 26.2012

PLATE NUMBER

460.02

Sheet I Of I

t=------s: u:

. ------ "'

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

6'

LU ~ i (/)

ii

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

TYPICAL SINGLE BARREL VIEW A - A

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

t=------6' z1 bars spaced @ 12"

(Typ.)

z1 bars spaced @ 12"

(Typ.)

I

\ [

p

STATE OF

S.D.

\--------------~------------

,-.

pbars@ 18"-

,. F. ""· "

I I

A

I

-

PROJECT

PH 0028(37)329

z1

-z1@

- 2" X

18" ( /. F. W. )

3" Keyway (Typ.)

z1

!--------------I \

\__p w 1'-9" I 1'-9"

7

ELEVATION

RISE ,, X,,

3'- O" 3" 4'- O" 9"

5'- O" 6"

6'- O" 3" 7'- O" 9"

8'-0" 6"

9'-0" ~" 10'- O" 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.

TYPICAL MULTIPLE BARREL VIEW A - A


s D D 0 T

BOX CULVERT BARREL TIE REINFORCEMENT

June 26. 2012

PLATE NUMBER

460.10

Sheet I of I

2 - 12' X 5' BOX CULVERT STR. NO. 29-092-150

APRIL 2018


@)oF@

E27 E32


x--x--x--x x--x--x--x==~~~-------- " x--:----"I,. "


' ·-- _.J


GENERAL NOTES:





5. Cast-in-place eyebolts shall have a nut attached, be 4 ½ inches (Min.) in length and shall be embedded such that the eye of the bolt is flush with the concrete surface. (See Eyebolt Details) As an alternate, cast-in-place concrete inserts, capable of developing the full strength of the r,, inch diameter threaded eyebolt, may be used and shall be set in the concrete in accordance with the manufacturer's recommendations. The eyeball shall be of sufficient length to develop its full strength. The eye of the eyebolt shall be flush with the concrete surface.



s D D 0 T


December 23.2012

PLATE NUMBER

620.16

Sheet I of I

STATE OF

S.D.

PROJECT

PH 0028(37)329

2 - 12' X 5' BOX CULVERT STR. NO. 29-092-150

APRIL 2018


@oF@

E28 E32The elevations shown in these plans are based on the National Geodetic Survey (NGS) North American Vertical Datum of 1988 (NA VD88).

* Dimension may vary with installation and/or fabrication. See Shop Plans for installation length. * Minimum distance to satisfy clear zone. r/J Based on 8" walls. * 116' -0"±

*58'-0"±

0

0 0

18' - 0"

6'-0" (New End Section)

*18'-0" (Outlet)

12'-0" I' *10' - 0"

H.W. Elev. 1690.0 (100 Year)l

D.H.W. Elev. 1687.2 (25 Year)l -...

NOTE: Box Culvert flowline has been depressed ""='"

1' - 0" below channel 1/owline to accommodate aquatic organisms. The 1' - 0" depression will be allowed to fill in naturally over time.

HYDRAULIC DATA Qd 1318 cfs

Ad 118sq. ft.

Vd 11.2fps

QF 1318 cfs

0 ,oo 2269 cfs

QOT 2529 cfs

Vmax 13.5 fps

Q" = Design discharge for the proposed culvert based on 25 year frequency. El. 1687. 2. 0OT = Overtopping discharge and frequency= Q120 year recurrence interval. El. 1690.8@ Sta. 248 + 70.00.


0 100 = Computed discharge for the basin approaching proposed project based on 100 year frequency. El. 1690.0.

Vmax = Maximum computed outlet velocity for the proposed culvert, based on 100 year frequency.

tj,

X X @ @

* 80' - 0"+ Precast Box Culvert

*42'-0"

* 60' - 0"± Existino Precast Box Culvert


Structure Excavation, Box Culvert Cu. Yd. 53 Box Culvert Undercut Cu. Yd. 177 Class B Riprap Ton 99.5 Type B Drainage Fabric Sq. Yd. 112 2 - 10' X 9' Precast Concrete Box Culvert, Furnish Ft. 20 2 - 10' X 9' Precast Concrete Box Culvert, Install Ft. 20 10' X 9' Precast Concrete Box Culvert, Furnish Ft. 20 10' X 9' Precast Concrete Box Culvert, Install Ft. 20 Special Precast Concrete Box Culvert End Section, Furnish Each 4 Special Precast Concrete Box Culvert End Section, Install Each 4 Remove Precast Concrete Box Culvert End Section for Reset Each 4 Reset Precast Concrete Box Culvert End Section Each 4 Controlled Densitv Fill Cu. Yd. 12.5

*58'-0"±

*42'-0"

*10' - 0" , I

*18'-0" (Inlet)

12'-0" 6'-0"

STATE OF

S.D.

I


PH 0028(37)329

LEGEND

W = Width of Opening H = Height of Opening Tt = Thickness of Top Slab Tb = Thickness of Bottom Slab Ts = Thickness of Side Wall Tm= Thickness of Middle Wall

9"

<

----------------2: 1

tj, Quantity is based on 8" bottom slab, 8" top slab and 8" walls.

~ For estimating purposes only, a factor of 1.4 tons/cu. yd. was used to convert Cu. Yd. to Tons.

X Two new 6 ft. end pieces shall be furnished and installed.

@ The end sections shall be removed and 12 ft. of each end section reset. The outside 6 ft. shall be removed and disposed of with accordance with the ENVIRONMENTAL COMMITMENTS found in Section A.

PLANS BY: OFFICE OF BRIDGE DESIGN, SOUTH DAKOTA DEPARTMENT OF TRANSPORTATION

SECT/ONA-A

-X028-INDEX OF CULVERT SHEETS Sheet No. 1 - General Drawing and Quantities Sheet No. 2 - Notes and Undercut Details Sheet No. 3 - Details of Standard Plate No's. 560.01 & 560. 10 Sheet No. 4 - Details of Standard Plate No's. 560.11 & 560.20 Sheet No. 5 - Details of Standard Plate No's. 560.21 & 620.16

OVER TRIB. TO DOLPH CREEK STA. 250 + 75.00

0° SKEW SEC. 13/24-T113N-R54W

PH 0028(37)329 HL-93

STR. NO. 29-115-150 PCN 04JY

HAMLIN COUNTY


-X028- G)oFG) MAY2018

DESIGNED BY CK. DES. BY DRAFTED BY ~D ~ ~

HAML04JY 04JYGD01

E29 E32SPECIF/CATIONS 1. Design Specifications: AASHTO LRFD Bridge Design Specifications, 8th

Edition.


GENERAL NOTES Design shall be in accordance with Section 560 of the South Dakota Specifications with the following criteria:

1. Box culvert and box culvert end section design shall conform to the AASHTO LRFD Bridge Design Specifications, 8th Edition.

2. Design Live Load: HL-93. No construction loading in excess of legal load is anticipated. If construction loading in excess of legal load is anticipated by the Contractor, the Contractor will submit a proposal including a design analysis for the anticipated construction loading, through the proper channels, to the Office of Bridge Design for approval. Upon approval, the construction load will not be applied until the depth of fill over the box culvert as required by analysis has been placed. At a minimum, 4 feet of fill will be placed over the box culvert prior to applying the construction load All costs associated with accommodating any construction loads will be bome by the Contractor.

3. The box culvert shall be load rated in accordance with the AASHTO Manual for Bridge Evaluation, 2011 Edition with latest Interim Revisions using the LRFR method. The rating shall include evaluation of the Design HL-93 truck at both Inventory and Operating levels and a Legal Load rating for the three SD legal trucks (Type 3, 3S2 and 3-2) as well as the notional rating load and four specialized hauling vehicles. The structure shall also be evaluated for the emergency vehicles, EV2 and EV3, at the legal load rating level. All sections of the box culvert shall rate at HL-93 or better (Inventory Level). The three SD Legal Loads, the notional rating load, the four specialized hauling vehicles, and two emergency vehicles shall rate greater than 1.0 at legal load rating level. Submit Load Rating calculations with the Design and Check Design calculations or shop plans, as appropriate.

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 of 5 ft. over the box culvert.

5. Minimum inside comer fillet shall be 6 in.

6. Minimum precast barrel section length will be 6 foot sections; however, no more than two 4 foot sections are allowed in any one length of precast barrel.

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

8. All joints will match the existing box culvert.

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

10. Care shall be taken when placing sections. Sections shall be only moved using the lifting holes by approved equipment.

11. Adjust cutoff wall shown on Standard Plates No. 560.10, 560.11, 560.20, and 560.21 to extend the full width of the end sections (out-to-out) plus the 9 inch spacing.

12. Dewatering will be required for construction of the box culvert.

SUBSURFACE INVESTIGATION (Junezot9J

Station Offset Elevation Material Description Groundwater Elevation

1691.5 - 1686.5 Brown sift clay with sand

250+48 21.0 ft Lt. 1686.5-1684.5

1684.5 - 1681.5

Black silt clay (organ,cs)

Brown to silt clay with sand 1682.5

1681.5 - 1667.5 Sand and gravel

250+98 19.0 ft Rt. 1692.0 - 1680.5

1680.5 - 1668.0

Brown sift clay with sand

Sand and gravel 1682.5

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

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

2. Type II cement is required.

SHOP PLANS The fabricator shall submit shop plans in accordance with the specifications. Include design and check design, if applicable, with initial submittal.

;... t ~

---(3.1-23-~

I STATE I PROJECT I SHEET I TOTAL OF 1---------------1 NO. SHEETS

I S.D. I PH 0028(37)329 I I

<

I. ·1· ~L ·1· ·1 ..-------------------, {Existing Precast Box Culvert I ..--------------------,

30' - 0" 30' - 0" + 30' - 0" + 30' - 0"

14' - 1" I

I <t

Box Culvert I

:::::=:=1=-====1=::=::1=::=:~=====~=::=:l=====l=====~=====~=::=:


40'-3"

17' - 5" 8'-9"



r/J Box Culvert Undercut I Cu. Yd. I 177



FOR

3 - 10' X 9' BOX CULVERT EXTENSION (PRECAST)

OVER TRIB. TO DOLPH CREEK 0° SKEW STA. 250 + 75.00 STR. NO. 29-115-150

SEC. 13/24-T113N-R54W PH 0028(37)329

HL-93

HAMLIN COUNTY


MAY 2018 0 OF 0 □Es1JsN0E□ BY I cK.~~s.Bv 1 □RAF8TTEDsv14~,4~ ~ ~- _

HAML04JY 04JYGD02 I '"t<IDGE ENGINEER

E30 E32

(f Hofe

I 16" 16"

-~.,:-, 2" long 1 ½" ¢ (nominal pipe size) double extra strong pipe sleeve or approved equal. {Typ.)

32" (Adj.± 1 ½" Min.)

TIE BOLT ASSEMBLY

GENERAL NOTES: 1. All holes for tie bolls 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.

2. Ties shall be 1 inch G'! and conform to the requirements of ASTM A36, ASTM A307, or ASfM F1554, Gr. 36. Nuts shall be heavy hex in conformance with ASTM A 563. 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 AWSIANSI D1 .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 lie bolt assembly shall be incidental to the contract unit price per Foot for "Precast Concrete Box Culvert, Furnish".


s D D 0 T

PRECAST BOX CULVERT TIE BOLT ASSEMBLY DETAILS

(f Hofe

. I

March 21, 2016

PLATE NUMBER

560.01

Sheet I of I

;,.

-~~-•' : Bevel I ., . :-- ~~--:

;~ 4 ½" ~ : ' ' '

;,.


STATE OF

S.D.

CUTOFF WALL

PROJECT

PH 0028(37)329

1. All costs associated with furnishing and installing the Cutoff Wall, whether precast or cast-in-place, shall be incidental to the contract unit price per each for "Precast Box Culvert End Section, Furnish".




1 "¢ Ties (Typ.)

~ 4

,, ,__r_'-O"Ti'_(_M_in._) --r-_-_-_--,_ _j

'')("

-14 ELEVATION (Inlet or Outlet)

10" Max. Radius {Ty~

1"¢ Tie (Typ.)

W+ (2'-0")

f : ----" ' I i:: I

' 1"¢ Tie (

~

DETAIL "X " NOTE: Joint details may vary from that shown, according to the manufacturer's design. Submit details with shop plans for approval.

1 ½" Cl. k-

~ SEC. C-C

LEGEND W = Width of Opening H = Height of Opening Tl = Thickness of Top Slab

2'-0"(Typ.) h Holes Cast in Apron

X 5'- 1"

Tb = Thickness of Bottom Slab Ts = Thickness of Side Wall L = Length of End Section

NOTES:

VIEW A-A See GENERAL DRAWING for Wand H dimensions.


s D D 0 T

Tl, Tb, L, and Ts dimensions shall be furnished by the Contractor. * Length and number of units may vary from that shown.

PRECAST SINGLE BOX CULVERT SLOPED ENO SECTION DETAILS WITH 2'-0" CUTOFF WALL

June 26, 2015

PLATE NUMBER

560.10

Sheet I of I


STR. NO. 29-115-150 MAY 2018


G)oFG)

E31 E32

_ ~ _ ~:""'":'"'B~e~_ v~e'-'l ""'!i --~ ti '-- I I I )( I

: : : t5 : I I I I






] ,, '

l--'--+-----+-----1---•1-I --: I

~

10" Max. Radius ~ (Typ.),

'

-, -


4" ---f ·_-o"Tj'_(M_,_·n._/ --r-_-_-_-,_ _j DETAIL "X "

NOTE: Joint details may vary from that shown, according to the manufacturer's design. Submit details with shop plans for approval .

~ : --- -., '

I ~ I

' l:

1"¢ Tie ( .


"' w r~i ~

"' 6 t} # 4 X W + (1'- 6'? ii;

"" 1'1y V

°'<I ::,

lll" ~ ~

.... 1"¢ Tie (Typ.) •

Fill 3"¢holes with grout conforming to ~ . '\-

CutoffW (Cast-in-Place or Preca

all st)

. ' .hK~S, • s

~ ~-/

l:

1 ½" Cl. I---

~ SEC. C- C

LEGEND "

12"


" " " ;

W+ ( 2'-0")

d W = Width of Opening H = Height of Opening Tt = Thickness of Top Slab

Tb = Thickness of Bottom Slab Ts= Thickness of Side Wall

~ L = Length of End Section

NOTES: See GENERAL DRAWING for Wand H dimensions.

VIEW A-A

s D D 0 T

Tt, Tb, L, and Ts dimensions shall be furnished by the Contractor. * Length and number of units may vary from that shown.

PRECAST SINGLE BOX CULVERT SLOPED END SECTION DETAILS WITH 4'-0" CUTOFF WALL

June 26. 2015

PLATE NUMBER

560. I I

Sheet I of I

c

~Ti~~1

3" ¢Holes ,;f forCutoff f-C

Wall

1"¢Tie (Typ.)

Cutoff Wall (Cast-in-Place

orPrecast)

I



Tm

STATE OF

S.D.

CUTOFF WALL

PROJECT

PH 0028(37)329

1. All costs associated with furnishing and installing the Cutoff Wall, whether precast or cast-in-place, shall be incidental to the contract unit price per each for "Precast Box Culvert End Section, Furnish".



____ , 4. Alternate details will be allowed, subject to the approval of the

--=-=: ~--Bridge Construction Engineer.

----, 4" r

DETAIL "X " 1"¢Ties (Typ.)

NOTE: Joint details may vary from that shown, according to the manufacturer's design. Submit details with shop plans for approval. (Of' (Min.)

l:

w

~

1 ½" Cl. 1---

~ SEC. C-C


Tb = Thickness of Bottom Slab Ts= Thickness of Side Wall

Tm= Thickness of Middle Wall

L = Length of End Section

I 2W + ( 3'- O") I NOTES: ..-.,------------~-~-----------.., See GENERAL DRAWING for Wand H dimensions.


Tt, Tb, Tm, L, and Ts dimensions shall be furnished by the Contractor.


s D D 0 T


June 26. 2015

PLATE NUMBER

560.20

Sheet I of I


STR. NO. 29-115-150 MAY 2018


0oFG)

E32 E32

~

10" M Radius (T

!ki am yp.) '

1"¢Tie (Typ

I~


'')("


w

Tm'< f l

Fill 3"¢holes with grout conforming to .. ~ ,,

II CutoffWa (Cast-in-Plac

or Precas e t)

. _h~"· .

~,

' " " " " ~

12"

y

"






DETAIL "X " 1"¢Ties(Typ.) NOTE: Joint details may vary from that shown,

according to the manufacturer's design. Submit details with shop plans for approval.

l:

w r~. '<

=

= l:

~ / " " "

d

"' <l) <> "' ~ "in :,

il:f ....

1 ½" Cl. I--

~ SEC. C- C

LEGEND W = Width of Opening H = Height of Opening

6 'I-

Tt = Thickness of Top Slab Tb = Thickness of Bottom Slab Ts= Thickness of Side Wall

Tm= Thickness of Middle Wall

NOTES: L = Length of End Section

I 2W + (3'- O'J I 1-~•------------~--~------------+-t See GENERAL DRAWING for Wand H dimensions. Tt, Tb, Tm, L, and Ts dimensions shall be furnished by the Contractor.


June 26. 2015


s D D 0 T


PLATE NUMBER

560.21

Sheet I of I


x--x--x--x

STATE OF

S.D.

PROJECT

PH 0028(37)329

--x--x--'.'.----~ x==::'l~':Jl><~-------,<--:----.,_ x--x--x--x .,_


' ·-- _.J


GENERAL NOTES:


2. Eyebolts shall be placed on all of the box culvert wing walls.

3. Eyebolts shall be re inch diameter and shall conform to ASTM A307.

4. Eyebolts, nuts, and concrete inserts shall be galvanized in accordance with AASHTO M232 (ASTM A 153). Concrete inserts of corrosion resistant material need not be galvanized.

5. Cast-in-place eyebolts shall have a nut attached, be 4 ½ inches (Min.) in length and shall be embedded such that the eye of the bolt is flush with the concrete surface. (See Eyebolt Details) As an alternate, cast-in-place concrete inserts, capable of developing the full strength of the re inch diameter threaded eyebolt, may be used and shall be set in the concrete in accordance with the manufacturer's recommendations. The eyeball shall be of sufficient length to develop ifs full strength. The eye of the eyebolt shall be flush with the concrete surface.

6. The cost for furnishing and installing eyebolts and/or concrete inserts shall be incidental to various contract items.

~t-f-----------+ 11 VIEW A-A

Len th of E ebolt

EYEBOL T DETAILS

December 23. 2012


s D D 0 T


PLATE NUMBER

620.16

Sheet I of I


STR. NO. 29-115-150 MAY 2018


G)oFG)

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Section E: Structure Plans - South Dakota

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